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In all areas of Use Group 1-3 at stafflocations. Access to portable extinguishers shall <br />be permitted to be locked. <br />On each completed floor of buildings under construction, other than buildings of Use <br />Group R-3. <br />In any laboratory, shop or other mom used for similar purposes. <br />Where required by the fire prevention code listed in Chapter 35. <br /> <br />(SECTION 922.0 SMOKE CONTROL SYSTEMS) <br /> <br />922.2.4 Activation: 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 be as <br />follows: <br /> <br />Heating Degree Days: <br />Latitude: <br />Solar Factor Value: <br /> <br /> 5000 <br />38° 40' North <br />126 BTU/H/Ft. <br /> <br />Outside Temperature <br />Winter (db) <br />Summer (db) <br />Summer (wb) <br /> <br /> 0°F (-18oc) <br />95°F (35°C) <br />75°F (24°C) <br /> <br />Inside Temperature <br />Winter (db) <br />Summer (db) <br /> <br />70°F (21 °C ) <br />75OF (24oC) <br /> <br />(CHAPTER 16 STRUCTURAL LOADS) <br /> <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 70 miles <br />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 (A0 and the effective peak velocity acceleration (A0 shallboth be equal <br />to 0.13. <br /> <br />18 <br /> <br /> <br />