Board of Adjustments Regular Meeting Agenda

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