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(SECTION 921.0 FIRE EXTINGUISHERS) <br /> <br />921.2 Where required: A portable fire extinguisher shall be installed in the following locations <br />in accordance with NFPA 10 listed in Chapter 35: <br /> 1. In all buildings of Use Group A, B, E, F, H, M, I-1, I-2, R-l, or S. <br /> 2. In all areas containing commercial kitchen exhaust hood systems. <br /> 3. In all areas where fuel is dispensed. <br /> 4. In all areas where a flammable or combustible liquid is used in the operation of <br /> spraying, coating, or dipping; <br /> 5. In all areas of Use Group I-3 at staff locations. Access to portable extinguishers <br /> shall b~ permitted to be locked; <br /> 6. On each completed floor of buildings under construction, other than buildings of <br /> Use Group R-3; <br /> 7. In any laboratory, shop or other room used for similar purposes; and <br /> 8. Where required by the fire prevention code listed in Chapter 35. <br /> <br /> (SECTION 922.0 SMOKE CONTROL SYSTEMS) <br /> <br />922.2.4: Delete in its entirety. <br /> <br />( CHAPTER 13 ENERGY CONSERVATION ) <br /> <br />(SECTION 1301.0 GENERAL) <br /> <br />1301.2 Design conditions: The basic design parameters for heating and cooling systems shall <br />be as follows: <br /> Heating Degree Days: 5000 <br /> Latitude: 380 40' North <br /> Solar Factor Value: 126 BTU/H/Ft. <br /> <br />Outside Temperature <br />VVinter (db) 0°F (-18°C) <br />Summer (db) 95°F (35°C) <br />Summer (wb) 75°F (24°C) <br /> <br />Inside Temperature <br />Winter (db) 70°F (21°C) <br />Summer (db) 75°F (24°C) <br /> <br /> ( CHAPTER 16 STRUCTURAL LOADS) <br /> (SECTION 1608.0 SNOW LOADS) <br /> <br />1608.3 Local ground snow loads: For purposes of this code, ground snow loads used in <br />determining the design snow loads for roofs shall be 20 psf. <br /> <br /> (SECTION 1609.0 WIND LOADS) <br /> <br />1609.3 Local basic wind speed: For purposes of this code the basic wind speed shall be <br />70 miles per hour. <br /> <br /> (SECTION 1610.0 EARTHQUAKE LOADS) <br /> <br />1610.1.3. Local earthquake design criteria: For the purposes of this code the effective peak <br />velocity-related acceleration (Av) and the effective peak velocity acceleration (A~) shall both <br />be equal to 0.13. <br /> <br />-].2- <br /> <br /> <br />