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40 <br />C7] <br />40 <br />Access Ii) /1 202 <br />CRITERIA <br />PREFERRED <br />MARGINAL <br />NON- <br />COMPLIANT <br />6. Wind Design <br />SBC is assumed to be <br />Verification <br />the code used. Building <br />was designed in 1976 <br />and has no obvious wind <br />design flaws. <br />7. Construction Type <br />A clearly defined and <br />f Loadpath <br />continuous loadpathfor <br />Verification <br />single story light steel <br />frame with fully <br />frame <br />reinforced cantilever <br />masonry walls. <br />8. Building Condition <br />The building is in good <br />condition with no <br />apparent signs of <br />deterioration <br />9. Exterior Wall <br />The building's exterior <br />Construction <br />walls are constructed of <br />fully reinforced masonry <br />and have no softspot <br />areas. <br />10. Fenestrations / <br />Unprotected windows <br />Window Protection <br />and doors; doors are <br />metal security type; <br />direct exposure to <br />shelter areas & less than <br />15% window area. <br />11. Roof Construction <br />The building has a flat, <br />/ Roof Slope <br />lightweight roof with <br />engineered mechanical <br />connections to support <br />structures below and a 4' <br />overhang. <br />12. Roof Open Span <br />The building has a roof <br />system with 38' between <br />vertical supports. <br />13. Roof Drainage/ <br />No evidence of ponding <br />Ponding <br />is present on roof <br />