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7. In any laboratory, shop or other room used for similar <br /> purposes; and <br /> <br />Where required by the fire prevention code listed in Appendix <br />Ae <br /> <br /> (Article 11 Structural Loads) <br /> (SECTION 1111.0 SNOW LOADS) <br />1111.2 Ground Snow Loads. Ground snow loads to be used <br />determining the design snow loads for roofs shall be 20 psf. <br /> <br />in <br /> <br /> (SECTION 1113.0 EARTHQUAKE LOADS) <br />1113.1 General. Every building and structure, and portion <br />thereof, shall be designed and constructed to resist the earthquake <br />effects determined in accordance with this section· This <br />jurisdiction is hereby determined to be in Seismic Zone 2. Where <br />wind load requirements of Section 1112.0 would produce higher <br />stresses, such stresses shall be used in lieu of the stresses <br />resulting from earthquake forces· <br /> <br />Exceptions: <br /> <br />Buildings or structures in Use Group R-3. <br /> <br />Buildings and structures that represent a low hazard to <br />human life in the event of failure, such as agricultural <br />buildings, certain temporary facilities and Use Group U <br />storage facilities, are exempt from the requirements of <br />this section. <br /> <br />Except for unreinforced masonry, the determination of forces in <br />this section depends on the ability of a structure to remain stable <br />when members are strained into the inelastic range during a major <br />earthquake. Structural concepts other than those set forth in this <br />section shall be permitted when evidence is submitted showing that <br />equivalent ductility and energy dissipation are provided. While <br />the requirements in this section refer primarily to an equivalent <br />static-force method, other procedures used to establish the seismic <br />forces and the distribution of such forces shall be permitted if <br />the corresponding internal forces and deformations in the members <br />are determined using a model consistent with the procedure adopted. <br />Principles governing the use of dynamic analysis are given in <br />Section 1113.8. <br /> <br /> (Article 12 Foundation Systems and Retaining Walls) <br /> (SECTION 1205.0 DEPTH OF FOOTINQS) <br />1205.1 Frost line: The frost line is established at 30 <br />below finished grade· <br /> <br />inches <br /> <br /> (SECTION 1224.0 WATERPROOFING AND DAMPPROOFING) <br />1224.3 Dampproofing required: Wherehydrostatic pressure will not <br />occur as determined by Section 1224.2, floors and walls for other <br />than wood foundation systems and unheated garages, shall be <br />dampproofed in accordance with this section· Wood foundation <br />systems shall be constructed in accordance with NFoPA TR7 listed in <br />Appendix A. <br /> 14 <br /> <br /> <br />