Chapter 19 - Concrete Section 1901 General Change Section 1901.1 to read as shown: 1901.1 Scope. The provisions of this chapter shall govern the materials, quality control, design and construction of concrete used in structures. Exception: Buildings and structures located within the high-velocity hurricane zone shall comply with the provisions of Sections 1917 and 1919 through 1929. (Mod S4943 / AS) Section 1901 General Change Section 1901.4 to read as shown: 1901.4 Special inspection. Reserved. The of concrete elements special inspection of buildings and structures and concreting operations shall be as required by Chapter 17. (Glitch Mod S6218 / AS) Section 1908 Anchorage to Concrete Allowable Stress Design – – Change Section 1908.4 to read as shown: Increase of the values in Table 1908.2 by 1908.4 Increase in allowable load. one-third is permitted where the provisions of Section 1605.3.2; the HVHZ shall comply with Section 1618.9 permit an increase in allowable stress for wind loading. (Mod S4942 / AS) Section 1908 Anchorage to Concrete Allowable Stress Design – – Change Section 1908.5 to read as shown:
Chapter 19 - Concrete Section 1901 General Change Section 1901.1 to read as shown: 1901.1 Scope. The provisions of this chapter shall govern the materials, quality control, design and construction of concrete used in structures. Exception: Buildings and structures located within the high-velocity hurricane zone shall comply with the provisions of Sections 1917 and 1919 through 1929. (Mod S4943 / AS) Section 1901 General Change Section 1901.4 to read as shown: 1901.4 Special inspection. Reserved. The special inspection of concrete elements of buildings and structures and concreting operations shall be as required by Chapter 17. (Glitch Mod S6218 / AS) Section 1908 – Anchorage to Concrete – Allowable Stress Design Change Section 1908.4 to read as shown: 1908.4 Increase in allowable load. Increase of the values in Table 1908.2 by one-third is permitted where the provisions of Section 1605.3.2; the HVHZ shall comply with Section 1618.9 permit an increase in allowable stress for wind loading. (Mod S4942 / AS) Section 1908 – Anchorage to Concrete – Allowable Stress Design Change Section 1908.5 to read as shown: