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Chapter 17:Shelters <br /> 423.4.2 Excluded spaces. Spaces such as maChanical rooms, electrical <br /> rooms. storage Mooms`athe an-d-cmwl spaces, sf}atl not be cansidared as net <br /> floor area yerMitted to be occu Ned cudMLa ham ne_ <br /> 423.4.3 DccuipancV capacity. The occuoano calalrhv shall be <br /> determined by dividing the, net ma f the enhanDed hurrican ejorotect ion area by <br /> 1S 6goare feet net floor area gmr wson. <br /> 423.4.4 Toilets and hand wash Irm facllatrfes. Provide a minimum of l <br /> toilet per 50 enhanced hurricpne protection area occuparts and a minimum ;2f 1 <br /> sink.per 140 enhanced hurricane oroleclion area c uv nts, as determined in <br /> accordance with Sectlof 423.4,E located within 3h a-per meter ot Ine enh4ance[I <br /> hurricanxprotgction area. These required toWand hand-wasnion facilities are <br /> not in addition to those raguired for normal occupancy and shall iSe included in <br /> th wor I tore count. --- <br /> 423.4.5 Accmbility_VWlrtere the refuse occupancy accommodates <br /> M2.Ep lhlon 50 i3ersons, provide an ADA,accessible route to a sheker aroa at each <br /> facility with a mi0imttm of 1 wheelchair scace for iovery 200 enhanced hurricane <br /> protection area occupants determine ire goeor42nce with Section 423.4.3. <br /> 423_5 Des.ion wind, rain,and Impact loads. <br /> 423.5.1 Structural design criteria. The building main vOnd farce <br /> misting system and structural compQUents shall be desig ned per ASiCE 7 for a <br /> 11A rr_ph jjjj a mum peak 3-second gust design speed with a toad factor of 1.5, <br /> and an importance factor for Occupancy Category lN. Topographic and <br /> directionality factors shall be the site-specific values determined per Appendix W. <br /> Design for interior pressure shalf be based on the largest opening in any ex#error <br /> facade or rock(swrface, <br /> 423.5.2 Windbome debrts missile impact for building enclosure <br /> elements. Extenor glazIng and clazed o enin s louvers roof openings and <br /> doors r <br /> ihall be provided with windbome debris impact resistance or protection <br /> $ystems conforming to AETM E1996 Level D. i.e.. 9 Ib. 2 X 4 0- 50 fps <br /> mt?h1. - - <br /> 423.5.3 Cyclic erasure leadino of irneact resistivealazino or <br /> yOndborne impact Protective systems. Resistance to the calculated maximum <br /> inward and o!AMgLd pcessure shall be designed to conform to ASTM E1996-95. <br /> 42.3.5.4 Windows. All unprotected window assem lies and theif <br /> anchoring systems shall be desi ned and installed#o meet the wind load and <br /> missile irmpaCl Griteraa of this section. <br /> 17-21 Hawaii County Multi-Hazard Mitigation Plan <br />