whether it is of the grade and thickness shown on the building plans. approved 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 building plans. approved 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 truss submittal package. approved 1705.6 Soils. for existing site soil conditions, fill placement Special inspections and load-bearing requirements shall be as required by this section and Table 1705.6. The geotechnical report, and the prepared by the approved construction documents registered shall be used to determine compliance. During fill placement, the design professionals special inspector shall determine that proper materials and procedures are used in accordance with the provisions of the geotechnical report. approved 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 DURING DURING TASK TASK TASK LISTED LISTED 1. Verify materials below shallow foundations are adequate to achieve the design X — bearing capacity. 2. Verify excavations are extended to X — proper depth and have reached proper material. 3. Perform classification and testing of X — compacted fill materials. 4. Verify use of proper materials, densities and lift thicknesses during placement X — and compaction of compacted fill. 5. Prior to placement of compacted fill, X — observe subgrade and verify that site has been
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
Florida_Supplement_to_the_2012_IBC-General-Post_Glitch_Correction.docx