(Glitch Mod S6199 / AS) Chapter 10 – Means of Egress Section 1002 - Definitions Change Section 1002.1 to add definition as follows: 1002.1 Definitions. The following terms are defined in Chapter 2: Means of Escape (Mod F5638 / AS) Section 1003 – General Means of Egress Add Section 1003.5.1 to read as follows: 1003.5.1 Accessibility. For accessibility provisions related to changes in levels, see the Florida Building Code, Accessibility. (Mod A5114 / AS) Section 1003 – General Means of Egress Change Section 1003.7 to read as follows: 1003.7 Elevators, escalators and moving walks. Elevators, escalators and moving walks shall not be used as a component of a required means of egress from any other part of the building. Exception: Elevators used as an accessible means of egress in accordance with Section1007 1007.4. (Glitch Mod A6200 / AS) Section 1004 – Occupant Load Change Section 1004.4 to read as follows: 1004.4 Fixed seating. For areas having fixed seats and aisles, the occupant load shall be determined by the number of fixed seats installed therein. The occupant load for
1010.7.1 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 1010.7.3 to read as shown: 1010.7.3 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, Type A units or Type B units in accordance with Section 1107 landings are permitted to be 36 inches (914 mm) minimum. 2. (No change) 3. Accessible landings shall comply with the Florida Building Code, Accessibility. (Mod A5130 / AS) Section 1010 – Ramps Change Section 1010.7.4 to read as shown: 1010.7.4 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, Type A units or Type B units in accordance with the Florida Building Code, Accessibility Section 1107, landings are permitted to be 36 inches by 36 inches (914 mm by 914 mm) minimum. (Glitch Mod A6205 / AS)
Section 1010 – Ramps Change Section 1010.10 to read as shown: 1010.10 Edge protection. Edge protection complying with Sections 1010.10.1 or 1010.109.2 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 the ICC A117.1 curb ramp provisions of the Florida Building Code, Accessibility. 2 – 4 No change. (Mod A5132 / AS) Section 1012 – Handrails Change Section 1012.3 to read as shown: 1012.3 Handrail graspability. All required handrails shall comply with Section 1012.3.1 or shall provide equivalent graspability. Exceptions: 1. In Group R-3 occupancies; within dwelling units in Group R-2 occupancies; and in Group U occupancies that are accessory to a Group R-3 occupancy or accessory to individual dwelling units in Group R-2 occupancies; handrails shall be Type I in accordance with Section 1012.3.1, Type II in accordance with Section 1012.3.2 or shall provide equivalent graspability. 2. Accessible handrails shall meet the requirements of the Florida Building Code, Accessibility. (Mod A5133 / AS) Section 1012 – Handrails Change Section 1012.6 to read as shown:
MATERIAL STANDARD STANDARD Acrylic coatings used in roofing ASTM D 6083 Aggregate surfacing ASTM D 1863 Asphalt adhesive used in roofing ASTM D 3747 Asphalt cements used in roofing ASTM D 3019; D 2822; D 4586 Asphalt-coated glass fiber base sheet ASTM D 4601 Asphalt coatings used in roofing ASTM D 1227; D 2823; D 2824; D 4479 Asphalt glass felt ASTM D 2178 Asphalt primer used in roofing ASTM D 41 Asphalt-saturated and asphalt-coated organic felt base sheet ASTM D 2626 Asphalt-saturated organic felt (perforated) ASTM D 226 Asphalt used in roofing ASTM D 312 Coal-tar cements used in roofing ASTM D 4022; D 5643 Coal-tar saturated organic felt ASTM D 227 Coal-tar pitch used in roofing ASTM D 450; Type I or II Coal-tar primer used in roofing, dampproofing and waterproofing ASTM D 43 Glass mat, coal tar ASTM D 4990 Glass mat, venting type ASTM D 4897 Mineral-surfaced inorganic cap sheet ASTM D 3909 Thermoplastic fabrics used in roofing ASTM D 5665, D 5726 1507.10.3 Red rosin paper. Red rosin paper shall be used when the membrane is applied directly to a wood deck or cementitious fiber decks.
1704.2.5 Inspection of fabricators. Where fabrication of structural members and assemblies is being performed on the premises of a fabricator’s shop, special inspection of the fabricated items shall be required by this section and as required elsewhere in this code. 1704.2.5.1 Fabrication and implementation procedures. The special inspector shall verify that the fabricator maintains detailed fabrication and quality control procedures that provide a basis for inspection control of the workmanship and the fabricator’s ability to conform to approved construction documents and referenced standards. The special inspector shall review the procedures for completeness and adequacy relative to the code requirements for the fabricator’s scope of work. Exception: Special inspections as required by shall not be required where the fabricator is approved in accordance with 1704.2.5.2 Fabricator approval. Special inspections required by are not required where the work is done on the premises of a fabricator registered and approved to perform such work without special inspection. Approval shall be based upon review of the fabricator’s written procedural and quality control manuals and periodic auditing of fabrication practices by an approved special inspection agency. At completion of fabrication, the approved fabricator shall submit a certificate of compliance to the building official stating that the work was performed in accordance with the approved construction documents. 1704.3 Statement of special inspections. Where special inspection or testing is required by , the registered design professional in responsible charge shall prepare a statement of special inspections in accordance with for submittal by the applicant in accordance with Exception: The statement of special inspections is permitted to be prepared by a qualified person approved by the building official for construction not designed by a registered design professional. 1704.3.1 Content of statement of special inspections. The statement of special inspections shall identify the following: 1. The materials, systems, components and work required to have special inspection or testing by the building official or by the registered design professional responsible for each portion of the work. 2. The type and extent of each special inspection. bearing
Item 2b. 3. Inspection of anchors cast in concrete where allowable loads have been increased or where strength design is used. — X ACI 318: 8.1.3, 21.2.8 1908.5, 1909.1 4. Inspection of anchors in hardened concrete membersb. — X ACI 318: 3.8.6, 8.1.3, 21.2.8 1909.1 5. Verifying use of required design mix. — X ACI 318: Ch. 4, 5.2-5.4 1904.2, 1910.2, 1910.3 6. At the time fresh concrete is sampled to fabricate specimens for strength tests, perform slump and air content tests, and determine the temperature of the concrete. X — ASTM C 172 ASTM C 31 ACI 318: 5.6, 5.8 7. Inspection of concrete and shotcrete placement for proper application techniques. X — ACI 318: 5.9, 5.10 1910.6, 1910.7, 1910.8 8. Inspection for maintenance of specified curing temperature and techniques. — X ACI 318: 5.11-5.13 1910.9
whether it is of the grade and thickness shown on the approved building plans. Additionally, the special inspector must verify the nominal size of framing members at adjoining panel edges, the nail or staple diameter and length, the number of fastener lines and that the spacing between fasteners in each line and at edge margins agrees with the approved building plans. 1705.5.2 Metal-plate-connected wood trusses spanning 60 feet or greater. Where a truss clear span is 60 feet (18 288 mm) or greater, the special inspector shall verify that the temporary installation restraint/bracing and the permanent individual truss member restraint/bracing are installed in accordance with the approved truss submittal package. 1705.6 Soils. Special inspections for existing site soil conditions, fill placement and load-bearing requirements shall be as required by this section and Table 1705.6. The approved geotechnical report, and the construction documents prepared by the registered design professionals shall be used to determine compliance. During fill placement, the special inspector shall determine that proper materials and procedures are used in accordance with the provisions of the approved geotechnical report. Exception: Where does not require reporting of materials and procedures for fill placement, the special inspector shall verify that the in-place dry density of the compacted fill is not less than 90 percent of the maximum dry density at optimum moisture content determined in accordance with ASTM D 1557. TABLE 1705.6 REQUIRED VERIFICATION AND INSPECTION OF SOILS VERIFICATION AND INSPECTION TASK DURING TASK LISTED DURING TASK LISTED 1. Verify materials below shallow foundations are adequate to achieve the design bearing capacity. — X 2. Verify excavations are extended to proper depth and have reached proper material. — X 3. Perform classification and testing of compacted fill materials. — X 4. Verify use of proper materials, densities and lift thicknesses during placement and compaction of compacted fill. X — 5. Prior to placement of compacted fill, observe subgrade and verify that site has been — X
4. Ultimate Design Wind Speeds, Vult Vasd as determined in accordance with Section 1609.3.1 shall not exceed 115 100 miles per hour (mph) (44 m/s) gust). Exception: Vasd as determined in accordance with Section 1609.3.1 shall not exceed 110 mph (48.4 m/s) (3-second gust) for buildings in Exposure Category B that are not located in a region. 5. - 7. (No Change) 2308.2.1 Ultimate Nominal design wind speed greater than 115 100 mph (3-second gust). Where the Ultimate Design Wind Speed, Vult Vasd as determined in accordance with Section 1609.3.1 exceeds 115 100 mph (3-second gust), the provisions of either AF&PA WFCM or ICC 600 are permitted to be used. Wind speeds in Figures 1609A, 1609B, and 1609C shall be converted in accordance with Section 1609.3.1 for use with AF&PA WFCM or ICC 600. (Mod S5650 / AS) Chapter 24 – Glass and Glazing Section 2401 – General Change Section 2401.1 to read as shown: 2401.1 Scope. The provisions of this chapter shall govern the materials, design, construction and quality of glass, light-transmitting ceramic and light-transmitting plastic panels for exterior and interior use in both vertical and sloped applications in buildings and structures. Exception: Buildings and structures located within the high-velocity hurricane zone shall also comply with the provisions of Sections 2410 through 2415, excluding 2405.5. (Mod S5025 / AS) second
Fge = Nonfactored load from ASTM E 1300. The value for patterned glass shall be based on the thinnest part of the glass. Interpolation between nonfactored load charts in ASTM E 1300 shall be permitted. (Mod S5027 / AS) (Mod S5584-R1 / AM) (Glitch Mod S6226 / AS) 2404.3.4 Sloped patterned glass. Patterned glass sloped more than 15 degrees (0.26 rad) from vertical in skylights, sunspaces, sloped roofs and other exterior applications shall be designed to resist the most critical of the combinations of loads from Section 2404.2. For Equations 24-2 and 24-3: Fg < 1.0 Fge (Equation For Equation 24-4: Fg < 0.6Fge (Equation where Fg = Total load on the glass, as determined by equations 24-2, 24-3 or 24-4. Fge = Nonfactored load from ASTM E 1300. The value for patterned glass shall be based on the thinnest part of the glass. Interpolation between the nonfactored load charts in ASTM E 1300 shall be permitted. (Mod S5584-R1 / AM) 2404.3.5 Vertical sandblasted glass. Sandblasted glass sloped 15 degrees (0.26 rad) or less from vertical in windows, curtain and window walls, doors, and other exterior applications shall be designed to resist the wind loads in (HVHZ shall comply with Section 1620) for components and cladding according to the following equation: Fg0.6Fgw < 0.5 Fge (Equation where: FgFgw = Total Wind load on the glass due to ultimate design wind speed Vult computed per Section 1609. Fge = Nonfactored load from ASTM E 1300. The value for sandblasted glass is for moderate levels of sandblasting.