Florida Supplement to the 2015 ibc chapters 1-35 icc edit version note 1
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1011.2 Width and capacity. The required capacity of stairways shall be determined as specified in Section 1005.1, but the minimum width shall be not less than 44 inches (1118mm). See Section 1009 Exceptions: (No Change) Section 1011 – Stairways. Change Section 1011.5.5.3 to read as follows: 1011.5.5.3 Solid risers. Risers shall be solid. Exceptions:
2-4. (No Change) Section 1011 – Stairways. Change Section 1011.7.1 to read as follows: 1011.7.1 Stairway walking surface. The walking surface of treads and landings of a stairway shall not be sloped steeper than one unit vertical in 48 units horizontal (2-percent slope) in any direction. Stairway treads and landings shall have a solid surface. Finish floor surfaces shall be securely attached. Exceptions: (1-2 No change) 3. See also the Florida Building Code, Accessibility. Section 1011 – Stairways. Add Section 1011.17 to read as shown: 1011.17 Accessible stairs. Stairs required to be accessible shall comply with the Florida Building Code, Accessibility. Section 1012 – Ramps. Change Section 1012.1 to read as shown: 1012.1 Scope. The provisions of this section shall apply to ramps used as a component of a means of egress. Exceptions: 1.(No change) 2. Curb ramps not subject to Florida Building Code, Accessibility, shall comply with ICC ANSI A117.1. 3. Vehicle ramps in parking garages for pedestrian exit access shall not be required to comply with Section 1012 – Ramps. Change Section 1010.4 to read as shown: 1012.3 Cross slope. The slope measured perpendicular to the direction of travel of a ramp shall not be steeper than one unit vertical in 48 units horizontal (2-percent slope). Exception: See also the Florida Building Code, Accessibility. Section 1012 – Ramps. Change Section 1012.7 to read as shown: 1012.7 Landings. Ramps shall have landings at the bottom and top of each ramp, points of turning, entrance, exits, Change Section 1012.6.1 to read as shown: 1012.6.1 Slope. Landings shall have a slope not steeper than one unit vertical in 48 units horizontal (2-percent slope) in any direction. Changes in level are not permitted. Exception: see also the Florida Building Code, Accessibility. Change Section 1012.6.3 to read as shown: 1012.6.3 Length. The landing length shall be 60 inches (1525 mm) minimum. Exceptions: 1. In Group R-2 and R-3 individual dwelling and sleeping units that are not required to be Accessible units, 2. (No change)
1012.6.4 Change in direction. Where changes in direction of travel occur at landings provided between ramp runs, the landing shall be 60 inches by 60 inches (1524 mm by 1524 mm) minimum. Exception: In Group R-2 and R-3 individual dwelling or sleeping units that are not required to be Accessible units Section 1012 – Ramps. Change Section 1012.10 to read as shown: 1012.10 Edge protection. Edge protection complying with Sections 1012.10.1 or 1012.10.2 shall be provided on each side of ramp runs and at each side of ramp landings. Exceptions: 1. Edge protection is not required on ramps not required to have handrails, provided they have flared sides that comply with 2 – 4 No change.
1. – 3. (No change) 4. Accessible handrail extensions shall be as per the Florida Building Code, Accessibility. Chapter 11 – Accessibility Section 1101 – General. Change Section 1101.1 to read as shown: 1101.1 Scope. 1101.1.1 Criteria. Buildings shall be designed and constructed in accordance with the Florida Building Code, Accessibility. The remaining text is deleted and reserved. Chapter 12 – Interior Environment (No change) Chapter 13 – Energy Efficiency Section 1301 – Energy Efficiency. Change Section 1301.1 to read as shown: 1301.1.1 Criteria. Buildings shall be designed and constructed in accordance with the Chapter 14 – Exterior Walls Section 1403 – Performance Requirements. Add Section 1403.8 to read as shown: 1403.8 In order to provide for inspection for termite infestation, clearance between exterior wall coverings and final earth grade on the exterior of a building shall not be less than 6 inches (152 mm). Exceptions: 1. Paint or decorative cementitious finish less than 5/8 inch (17.1 mm) thick adhered directly to the masonry foundation sidewall. 2. Access or vehicle ramps which rise to the interior finish floor elevation for the width of such ramps only. 3. A 4-inch (102 mm) inspection space above patio and garage slabs and entry areas. 4. If the patio has been soil treated for termites, the finish elevation may match the building interior finish floor elevations on masonry construction only. 5. Masonry veneers constructed in accordance with Section 2114.2. Section 1405 – Installation of Wall Coverings. Change Section 1405.1 to read as shown: 1405.1 General. Exterior wall coverings shall be designed and constructed in accordance with the applicable provisions of this section and TAS 202 and 203 in the HVHZ. Section 1405 – Installation of Wall Coverings. Change Table 1405.2 to read as shown: TABLE 1405.2 MINIMUM THICKNESS OF WEATHER COVERINGS
Section 1405 – Installation of Wall Coverings. Change Section 1405.17 to read as shown: 1405.17 Fastening. Weather boarding and wall coverings shall be securely fastened with aluminum, copper, zinc, zinc-coated or other approved corrosion-resistant fasteners in accordance with the nailing schedule in Table 2304.10.1, the HVHZ shall comply with Table 2324.1 or the approved manufacturer's installation instructions. Shingles and other weather coverings shall be attached with appropriate standard-shingle nails to furring strips securely nailed to studs, or with approved mechanically bonding nails, except where sheathing is of wood not less than 1-inch (25 mm) nominal thickness or of wood structural panels as specified in Table 2308.9.3(3) (the HVHZ shall comply with Section 2322). Section 1408 – Exterior Insulation and Finish Systems (EIFS). Change Section 1408.6 to read as shown: 1408.6 Special inspections. Chapter 15 - Roof Assemblies and Rooftop Structures Section 1501 – General. Change Section 1501.1 to read as shown: 1501.1 Scope. The provisions of this chapter shall govern the design, materials, construction and quality of roof assemblies, and rooftop structures. Exception: Buildings and structures located within the high-velocity hurricane zone shall comply with the provisions of Section 1503.7 and Sections 1512 through 1525. Section 1503 – Weather Protection. Add Section 1503.7 to read as shown: 1503.7 Protection against decay and termites. Condensate lines and roof downspouts shall discharge at least 1 foot (305 mm) away from the structure sidewall, whether by underground piping, tail extensions, or splash blocks. Gutters with downspouts are required on all buildings with eaves of less than 6 inches (152 mm) horizontal projection except for gable end rakes or on a roof above another roof. Section 1504 – Performance Requirements. Change Section 1504.8 to read as shown: 1504.8 Aggregate. Aggregate TABLE 1504.8 MAXIMUM ALLOWABLE MEAN ROOF HEIGHT PERMITTED FOR BUILDINGS WITH AGGREGATE ON THE ROOF IN AREAS OUTSIDE A HURRICANE-PRONE REGION Reserved.
Section 1512 Photovoltaic panels and modules. Revise as follows: Directory: fbc -> thecode -> 2017 Code Development -> Fla Supplement Fla Supplement -> Florida Supplement to the 2015 ibc chapters 1-35 icc edit version note 1 fbc -> Florida accessibility code for building construction review and recommendations thecode -> Florida Supplement to the 2012 iecc post-glitch correction version note 1 Download 3.7 Mb. Share with your friends:
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