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AG 1997 05 19
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AG 1997 05 19
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Last modified
3/25/2002 6:28:31 PM
Creation date
11/27/2017 11:53:43 AM
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Meeting Minutes
Doc Type
Agenda
Meeting Minutes - Date
5/19/1997
Board
Board of Commissioners
Meeting Type
Regular
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Concor <br />Office of Emergency Management <br /> <br />MEMO <br /> <br />TO: <br /> <br />DATE: <br />SUBJECT: <br /> <br />Mr. Frank Clifton <br />Cabarrus County Manager <br />05/12/97 <br />Fire Inspection of 70 - 86 Union Street, South <br /> <br />A limited fire inspection was conducted for the Cabarrus County Buildings at 70, 72, 74, 76, 78, 80, <br />82, 84, and 86 Union Street South, (for further reference, units 70 - 78 will be called building one and <br />the remainder as building two), on May 12, 1997. Due to conditions found in Building one, only a <br />limited area was physically entered. <br /> <br />Building One <br /> <br />This building has the most extensive, visible, structural deterioration. Building one is a vacant <br />structure. The term vacant building, regarding this structure, means not only is the building empty <br />of people and furnishings, but has been totally abandoned and has become unusable under noimal <br />circumstances. The "dead load", or the materials used to build the building are in a deteriorated <br />condition. The roof has rotted and subsequent leaks have rotted wood supports. This allows rain <br />water to attack the floors below. Lack of paint or other sealants on the now exposed interior wood <br />members caused it to rot and fail. <br /> <br />The condition of the mortar has allowed rain water to enter between the walls and freeze. This will <br />cause the walls to separate. Rain water has also washed away mortar from brick work and has <br />damaged the backup brick. The brick is soft and not meant to face the weather. In this building the <br />brick can easily be penetrated with a metal object such as a knife and the mortar crumbles under <br />finger pressure. <br /> <br />A second consideration is the "live load" of the building. The live load, ( furniture or furnishings), <br />is minimal in this building. Though the live load would be increased should fire suppression personnel <br />enter the building with their equipment. One engine company with an officer and two personnel can <br />easily weigh more than 600 pounds. Fire suppression hand lines can easily produce a ton of water <br />in a minute, while a master stream can produce up to 5 tons a minute. This is not considering <br />moisture and rain water accumulated in the structure's deteriorated construction materials. <br /> <br />Another consideration is the "impact load". Fire suppression personnel, normally do forcible entry <br />on the lower levels of a building or jump onto the roof from a ladder or adjacent roof. Doing the <br />actions on this building, considering the already weakened conditions, could potentially cause <br />structural collapse. <br /> <br /> <br />
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