Board of Adjustments Regular Meeting Agenda Packet
Board of Adjustments Regular Meeting · 2026-04-21 · agenda_packet
[224 Overlook Road; case BOA #26-04] The Board of Adjustments is considering a variance request for a swimming pool and pool deck at 224 Overlook Road. The request is to allow a 6.1-foot side and 6.9-foot rear setback to the water line of a swimming pool, deviating from the required 10-foot setback. The property is zoned R-1A. Staff recommends approval, citing the property's unique size and location as special circumstances. [1781 Via Tuscany; case BOA #26-01] The Board of Adjustments approved a variance for a single-family home at 1781 Via Tuscany. The variance allows a 38-foot front setback instead of the required 48 feet. The property is zoned R-1AA. Staff recommended approval, and the Board unanimously approved the variance. [653 Huntington Avenue; case BOA #26-02] The Board of Adjustments approved a variance for a single-family home at 653 Huntington Avenue. The variances allow a 5-foot side setback (instead of 7 feet/10 feet) and a 5-foot rear setback (instead of 10 feet). Additionally, required parking is allowed within the first 20 feet of the property. The property is zoned R-2. Staff recommended approval with conditions regarding stormwater retention and preservation of vegetation. The Board approved with these conditions by a 6-1 vote. [224 Overlook Rd; case 25-101] This document contains detailed construction specifications for a project at 224 Overlook Road, Winter Park. It includes information on electrical systems, governing codes (Florida Building Code, NEC 2020, etc.), concrete and masonry requirements, structural loads, wood framing, and wind loading criteria. Specific details are provided for foundations, slabs on grade, walls, roofs, and various structural components. The project number is 25-101, and the owner is listed as Overlook Residence. [224 Overlook Rd; case BOA-2026-0004] The Board of Adjustments is considering a variance application for a pool and deck setback at 224 Overlook Road. The applicant, Prime Property Construction LLC, is requesting to reduce the pool setback from 10ft to 6'-1" and the pool deck setback from 10ft to 5ft due to the lot's trapezoidal shape and existing front setback conditions. The property is zoned R-1A. The application was submitted on 03/23/2026 and approved by Zoning Review on 03/25/2026. The Board of Adjustments decision date is not stated, but the review was completed on 03/25/2026.
Agenda items
- 1. 224 Overlook Rd - Area Map
- 1. CUTS MUST BE MADE THE SAME DAY AS PLACEMENT AND AS SOON AS THE CONCRETE HAS SET
- 1. Draft Board of Adjustments Regular Meeting Minutes
- 1. GOVERNING CODES:
- 1. OVERHANG TO BE 8" TYP. UNLESS OTHERWISE NOTED
- 1. PROPERTY ZONED R-1A AT CITY OF WINTER PARK, ORANGE COUNTY, FL.
- 1. REC. PRACTICE FOR HOT WEATHER CONCRETING (ACI 305).
- 10. DRAINAGE NOTES:
- Site Prep, Grading & Hardscape
- Engineering & Architecture
- Utilities (Sub)
- 10. EPOXY:
- 11. NO DIG OUT ANTICIPATED. NO MIDPOINT INSPECTION ANTICIPATED. ALL
- 11. SOFFITS:
- 12. BEFORE STARTING ANY DIGGING CONTRACTOR SHOULD CALL 811
- 12. PRE-ENGINEERED WOOD TRUSSES:
- 13. EXISTING SIDEWALK TO BE REPAIRED FROM ANY CONSTRUCTION
- Concrete & Masonry
- Site Prep, Grading & Hardscape
- Building & Industrial Supply
- 13. FIELD REPAIR NOTES:
- 14. DRAINAGE PONDS MUST BE SODDED, AND THE USE OF GRAVELS,
- General Contractor
- Site Prep, Grading & Hardscape
- Concrete & Masonry
- Carpentry & Cabinetry
- Roofing
- Electrical
- Plumbing
- HVAC & Climate Control
- Painting & Flooring
- Drywall & Insulation
- Building & Industrial Supply
- Real Estate Development
- Engineering & Architecture
- Landscaping & Lawn Service
- 14. WOOD
- 2. 224 Overlook Rd - Aerial Map
- 2. CUTS MADE THE NEXT DAY, OR AT ANY SUBSEQUENT TIMES, DO NOT PROVIDE ADEQUATE PROTECTION
- 2. GENERAL DESIGN LOADS:
- 2. REC. PRACTICE FOR COLD WEATHER CONCRETING (ACI 306).
- 2. ROOF PITCH SEE ROOF PLAN
- 2. WASTEWATER PROVIDED BY THE CITY OF WINTER PARK.
- 3. 224 Overlook Rd - Survey
- 3. CUTS SHOULD BE SEALED WITH A SEMI-RIGID EPOXY OR ACRYLIC ADHESIVE SEALANT. BACKER ROD IS
- 3. DEFLECTION CRITERIA:
- 3. NO EXISTING WELL OR SEPTIC SYSTEM ON SITE, NOR IDENTIFIED 75FT
- 3. REC. PRACTICE FOR CONCRETE FORMWORK (ACI 347).
- 3. REFER TO STRUCTURAL DRAWINGS FOR BEAM AND PLATE
- 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
- 4. 224 Overlook Rd - Civil Site Plan
- Site Prep, Grading & Hardscape
- Utilities (Sub)
- General Contractor
- Engineering & Architecture
- Building & Industrial Supply
- Real Estate Development
- 4. Public Hearings (Public participation and comment on these matters
- 4. Public Hearings (Public participation and comment on these matters must be
- 4. Public Hearings (Public participation and comment on these matters must be
- 4. RELOCATION OF WATER METER AND SEWER AND POINT OF
- 5. 224 Overlook Rd - Arch Set
- Engineering & Architecture
- 5. SPREAD FOOTING FOUNDATIONS:
- 5. SURVEY BASED ON NAVD 88 DATUM
- 6. 224 Overlook Rd - Applicant Submittal
- Engineering & Architecture
- Title & Settlement Services
- 6. ALL EASEMENTS PRESENT AT THE PROPERTY SHOWN PER DRAWINGS.
- 6. STRUCTURAL FILL:
- 7. SLABS ON GRADE SLABS ON GRADE:
- 7. THIS DRAWING DOES NOT REPRESENT A SURVEY. SURVEY MUST BE
- 8. CAST IN PLACE CONCRETE:
- 8. PROPERTY AT ZONE "X" PER FEMA PANEL 12095C0255F (EFF. 9/25/2009)
- 9. CONCRETE MASONRY:
- 9. NO WETLANDS PRESENT AT THE PROPERTY.
- A. ALL CONCRETE CONSTRUCTION SHALL CONFORM TO THE "SPECIFICATIONS FOR
- A. ALL CONSTRUCTION SHALL CONFORM WITH THE 8 th EDITION (2023) FLORIDA BUILDING CODE
- A. ALL EPOXY CALLED FOR IN PLANS TO BE SIMPSON SET (CONCRETE OR MASONRY),
- A. ALL MASONRY CONSTRUCTION SHALL CONFORM TO THE "BUILDING CODE
- A. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR
- A. ALL SLABS ON GRADE SHALL CONSIST OF A 4 INCH THICK 2500 PSI (MIN) SLAB PLACED OVER A 6
- Concrete & Masonry
- Site Prep, Grading & Hardscape
- General Contractor
- Building & Industrial Supply
- A. ALL STRUCTURAL SHEATHING SHALL CONFORM TO THE DESIGN SPECIFICATIONS
- A. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1
- A. NEW FILL MATERIAL AND EXISTING BASE MATERIAL SHALL BE FREE OF ALL REFUSE, DEBRIS, AND
- A. SHOP DRAWINGS FOR ALL STRUCTURAL ELEMENTS SHOWN ON THE CONSTRUCTION DOCUMENTS
- A. THE BOTTOM OF ALL EXTERIOR FOOTINGS SHALL BE LOCATED AS INDICATED ON THE DRAWINGS.
- B. ALL CONCRETE MASONRY SHALL HAVE A SPECIFIED COMPRESSIVE STRENGTH OF
- B. ALL FOUNDATIONS HAVE BEEN DESIGNED FOR AN ASSUMED NET ALLOWABLE SOIL BEARING
- Concrete & Masonry
- General Contractor
- Site Prep, Grading & Hardscape
- Engineering & Architecture
- B. ANY TERMITE TREATMENT SPECIFIED AND PERMITTED BY FBC-1816 IS ACCEPTABLE, INCLUDING:
- B. FILL MATERIAL SHALL BE DEPOSITED IN 8 INCH MAXIMUM LOOSE LIFTS AND COMPACTED TO A
- B. FLOOR SHEATHING:
- B. FOR MISSED VERTICAL DOWELS, DRILL A 3
- B. IN ADDITION TO THE ABOVE, ALL CONCRETE WORK SHALL CONFORM TO THE
- B. OTHER CODES:
- Electrical
- Concrete & Masonry
- Carpentry & Cabinetry
- Construction (Other)
- Engineering & Architecture
- Building & Industrial Supply
- B. PRE-FABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE
- B. THE CONTRACTOR SHALL REVIEW THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING
- C. ALL CONCRETE EXPOSED TO PUBLIC VIEW SHALL CONFORM TO THE REQUIREMENTS
- C. ALL FILL PLACED UNDER SPREAD FOOTINGS SHALL BE COMPACTED TO A DRY DENSITY OF AT
- C. ALL WALLS SHALL BE CONSTRUCTED OF NORMAL WEIGHT HOLLOW LOAD BEARING
- C. FOR MORTAR JOINTS LESS THAN 1
- C. IN ADDITION TO THE FLORIDA BUILDING CODE ALL CONSTRUCTION SHALL CONFORM WITH THE
- C. ROOF SHEATHING:
- C. SLABS ON GRADE SHALL BE SCREED, FLOATED, AND STEEL TROWELED TO FORM A SMOOTH,
- C. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS SHOWN ON THE CONTRACT
- General Contractor
- Engineering & Architecture
- C. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM
- D. ALL CONCRETE, UNLESS NOTED OTHERWISE, SHALL BE STONE AGGREGATE
- D. ALL EXISTING SOIL CONTAINING GRAVEL, CONSTRUCTION OR DEMOLITION DEBRIS, ORGANIC
- D. ALL EXTERIOR WALLS AND BEARING WALLS SHALL BE CONSTRUCTED USING TYPE
- D. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS
- D. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED
- D. PLACE CONCRETE PER ACI 302. CONTRACTOR SHALL READ, UNDERSTAND FOLLOW GUIDELINES
- D. SCALES SHOWN ON THE CONSTRUCTION DOCUMENTS ARE FOR GENERAL INFORMATION ONLY.
- D. VERTICAL WALL SHEATHING (INC. GABLES, TRUSS HEELS ETC.):
- E. ALL CONCRETE EXPOSED TO WEATHER SHALL HAVE AN AIR ENTRAINMENT OF 5%
- E. ALL FILL FOR CONCRETE MASONRY SHALL BE GROUT CONFORMING TO ASTM C 476
- E. EXTEND SLAB 1-1/2" INCHES AT DOOR OPENINGS, EXTEND SLAB 1-1/2" INCHES AT SLIDING
- E. NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW
- E. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES
- Carpentry & Cabinetry
- General Contractor
- Building & Industrial Supply
- Engineering & Architecture
- E. WOOD GRADE SHALL BE REGULAR SOUTHERN PINE NO. 2, 19% MOISTURE
- F. ALL MANUFACTURED/GLULAM/POWERBEAM/LVL MEMBERS TO HAVE A MINIMUM
- F. ALL MASONRY WALLS SHALL BE REINFORCED WITH 9GA LADDER TYPE GALVANIZED
- F. ALL REINFORCING BARS SHALL BE NEW BILLET STEEL CONFORMING TO GRADE 60
- F. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD
- F. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2 ND FLOOR JAMB STUD
- F. SAW CUT CONTROL JOINTS IN CONCRETE SLAB RECOMMENDED AT 12'-0" O.C. MAX PER DETAIL 1
- Concrete & Masonry
- General Contractor
- Building & Industrial Supply
- G. ALL DOUBLE BEAMS TO BE CONNECTED WITH 12d NAILS AT 16" O.C. STAGGERED,
- G. ALL REINFORCING BARS FOR MASONRY SHALL BE NEW BILLET STEEL CONFORMING
- G. ALL REINFORCING SHALL BE DETAILED, FABRICATED AND PLACED IN ACCORDANCE
- G. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN
- Carpentry & Cabinetry
- Construction (Other)
- Engineering & Architecture
- H. ALL SIMPSON CONNECTORS TO BE INSTALLED PER MANUFACTURER'S
- H. ALL VERTICAL REINFORCING SHALL BE LAP SPLICED A MINIMUM OF 48 BAR
- H. GROUND BLAST FURNACE SLAG MAY BE USED TO REPLACE UP TO 50% OF THE
- H. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS,
- I. ALL WOOD IN CONTACT WITH THE GROUND AND THAT SUPPORTS PERMANENT
- I. IF VERTICAL REINFORCING. IS MISSING AND/OR MISPLACED, REPLACEMENT
- I. MINIMUM COVER FOR ALL REINFORCING SHALL BE AS FOLLOWS UNLESS OTHERWISE
- T. O. FINISH SLAB
- General Contractor
- Concrete & Masonry
- Roofing
- Painting & Flooring
- Drywall & Insulation
- Windows, Doors & Glass
- Site Prep, Grading & Hardscape
- Building & Industrial Supply
- Engineering & Architecture
- T. O. FINISH SLAB
- 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
- T. O. FINISH SLAB
- Concrete & Masonry
- Carpentry & Cabinetry
- Roofing
- Painting & Flooring
- Drywall & Insulation
- General Contractor
- Building & Industrial Supply
- T. O. FINISH SLAB
- General Contractor
- Concrete & Masonry
- Carpentry & Cabinetry
- Roofing
- Drywall & Insulation
- Electrical
- Plumbing
- HVAC & Climate Control
- Painting & Flooring
- Site Prep, Grading & Hardscape
- Building & Industrial Supply
- Real Estate Development
- Engineering & Architecture
- T. O. FINISH SLAB
- T. O. FINISH SLAB
- General Contractor
- Concrete & Masonry
- Carpentry & Cabinetry
- Roofing
- HVAC & Climate Control
- Painting & Flooring
- Site Prep, Grading & Hardscape
- Building & Industrial Supply
- Engineering & Architecture
- T. O. FINISH SLAB
- T. O. FINISH SLAB
- General Contractor
- Concrete & Masonry
- Carpentry & Cabinetry
- Roofing
- Painting & Flooring
- HVAC & Climate Control
- Plumbing
- Electrical
- Site Prep, Grading & Hardscape
- Building & Industrial Supply
- Engineering & Architecture
- T. O. FINISH SLAB
- T. O. FINISH SLAB
- 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
- a. BOA #26-01. Request of Property Owner for variance approval
- General Contractor
- Concrete & Masonry
- Carpentry & Cabinetry
- Roofing
- Painting & Flooring
- HVAC & Climate Control
- Plumbing
- Electrical
- Site Prep, Grading & Hardscape
- Building & Industrial Supply
- Real Estate Development
- Engineering & Architecture
- a. BOA #26-04. Request of Cristiano Pedrosa with Prime Property
- Concrete & Masonry
- Plumbing
- Electrical
- Construction (Other)
- Real Estate Development
- Engineering & Architecture
- a. BOA #26-04. Request of Cristiano Pedrosa with Prime Property
- Pool & Spa Construction
- Concrete & Masonry
- Plumbing
- Site Prep, Grading & Hardscape
- General Contractor
- Real Estate Development
- Engineering & Architecture
- b. BOA #26-02. Request of Anthony Ewen with EDesign
- General Contractor
- Concrete & Masonry
- Electrical
- HVAC & Climate Control
- Plumbing
- Site Prep, Grading & Hardscape
- Engineering & Architecture
- Real Estate Development
- Building & Industrial Supply
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