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11 & 12 - Fire Code Updates
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04 - APRIL
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April 10
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11 & 12 - Fire Code Updates
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of sprinkler protection has made these systems extremely operation -critical to the safety of the <br />occupants and properties in question. In other words, should the sprinkler system fail for any <br />reason, the fire -flow requirements drastically increase from that anticipated with a sprinkler - <br />controlled fire scenario.) <br />Amend AppendixDFireA aratusAccessRoads, as follows. <br />Amend Section D102.1, Access and loading, to read as follows: <br />D102.1 Access and loading. Facilities, buildings or portions of buildings hereafter constructed <br />shall be accessible to fire department apparatus byway of an approved fire apparatus access road <br />with an asphalt, concrete or other approved driving surface capable of supporting the imposed <br />load of fire apparatus weighing up to 85,000 pounds (38556 kg). <br />Amend Section D103.4, Dead ends, to read as follows: <br />D103.4 Dead ends. Dead-end fire apparatus access roads in excess of 150 feet (45 720 mm) shall <br />be provided with width and turnaround provisions in accordance with Table D103.4. <br />TABLE D103.4 <br />REQUIREMENTS FOR DEAD-END FIRE APPARATUS ACCESS ROADS <br />LENGTH 'WIDTH TURNAROUNDS REQUIRED <br />(feet) (feet) <br />0-150 24 None required. <br />151-500 24— 120 -foot Hammerhead, 60 -foot "Y" or 96 -foot diameter cul-de-sac in accordance <br />Pith Figure D103.1 <br />501-750 26 120 -foot Hammerhead, 60 -foot "Y" or 96 -foot diameter cul-de-sac in accordance <br />ith Figure D103.1 <br />Over 750 Special approval required <br />For SI: 1 oot = 304.8 mm. <br />Amend Item 1 of Section D103.5, Fire apparatus access road gates, to read as follows: <br />
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