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Chapter 17:Shelters <br /> and gable openings in all the shelter-designated areas are estimated to be capable of <br /> providing protection for an ASTM-E-1996 Level A missile. If it desired to achieve a Type A <br /> hurricane shelter, it would be necessary to retrofit the windows and gable openings in all the <br /> shelter-designated areas so that an ASTM-E-1996 level C missile protection is provided in <br /> conformity with such shelter designation. The interior doors between the kitchen and the <br /> multi-purpose dining hall would not have to be upgraded to resist an ASTM-E-1996 Level C <br /> missile. <br /> The analysis made based on the specific properties of the standing seam metal roof indicates <br /> that the roof panels over the shelter-designated areas are adequate to resist the wind uplift <br /> pressures required for an EHPA Type hurricane shelter in Building C. It would be necessary <br /> to retrofit the windows and gable openings in all the shelter-designated areas so that an <br /> ASTM-E-1996 level D missile protection is provided in conformity with an EHPA shelter <br /> designation. <br /> The MWFRS and other secondary structural components are theoretically capable resisting <br /> wind loads that correspond to an EHPA type shelter. The capacity of Building C to resist <br /> hurricane wind loads is most likely governed by the capacity of the web verticals in the <br /> trusses over the multi-purpose dining hall. It was found that these truss elements are capable <br /> of resisting wind pressures corresponding to a peak gust wind speed at the strength level of <br /> 155-mph for the partially enclosed condition. <br /> It is important to note that an enclosed condition was not evaluated or considered, since <br /> Building C is a naturally ventilated building. Therefore, prevention of interior pressurization <br /> is considered economically impractical. <br /> A summary of the retrofits recommended above,based on Shelter Type, is as follows: <br /> • All Types: Provide and enclosure to protect exterior propane storage tank from <br /> windborne debris. <br /> • All Types: Verify, and if necessary provide, adequate anchorage of mechanical <br /> ventilation units in roof above kitchen. <br /> • All Types: Provide adequate bracing for the framing of the lay-in acoustic tile and <br /> gypsum board ceilings as they constitute a falling hazard in their existing condition. <br /> • Type A Shelter: Provide impact protection for all exterior- windows and gable <br /> openings in all the shelter-designated areas (ASTM-E-1996 Level C Missile or <br /> better). <br /> • EHPA Type Shelter: Provide impact protection for all exterior windows and gable <br /> openings in all the shelter-designated areas (ASTM-E-1996 Level D Missile or <br /> better). <br /> In addition to these recommendations, it is advised that portions of two other buildings in the <br /> school—Buildings B and E—be considered as potential candidates for hurricane shelters. <br /> 17-14 Hawaii County Multi-Hazard Mitigation Plan <br />