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(CHAPTER 17 STRUCTURAL TESTS AND INSPECTIONS) <br /> (SECTION 1705.0 SPECIAL INSPECTIONS) <br /> <br />1705.1 General: The permit applicant shall provide special inspections where application is made <br />for construction as described in this section. The special inspectors shall be provided by the permit <br />applicant and shall be qualified and approved for the inspection of the work described herein. <br /> <br /> Exceptions: <br /> <br /> 1. Special inspections are not required for work of a minor nature or where warranted <br /> by conditions in the jurisdiction. <br /> 2. Special inspections are not required for building components unless the design <br /> involves construction documents prepared by a registered design professional per <br /> Section 114.1. <br /> 3. Special inspections are not required for buildings of the R-3 Use Group that do not <br /> involve unusual soil conditions or unusual structural design. <br /> <br /> (CHAPTER 18 FOUNDATIONS AND RETAINING WALLS) <br /> <br /> (SECTION 1806.0 DEPTH OF FOOTINGS) <br /> <br />1806.1.1 Frost line: The fi'ost line is established at 30 inches below finished grade. <br /> <br /> (SECTION 1813.0 WATERPROOFING AND DAMPPROOFING) <br /> <br />1813.3 Dampproof'mg required: Where hydrostatic pressure will not occur as determined by <br />Section 1813.2, floors and walls for other than wood foundation systems and unheated garages shall <br />be dampproofed in accordance with this section. Wood foundation systems shall be constructed in <br />accordance with AFPA TR7 listed in Chapter 35. <br /> <br /> (CHAPTER 21 MASONRY) <br /> <br /> (SECTION 2113.0 MISCELLANEOUS REQUIREMENTS) <br /> <br />2112.3 Support on wood: Masonry shall not be supported on wood griders or other form of wood <br />construction. <br /> <br /> Exceptions: <br /> <br /> 1. Glass-block panels complying with Section 2118.0. <br /> 2. Ornamental fireplace and hearth facings. <br /> <br />20 <br /> <br /> <br />