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CA <br />i <br />C1 <br />dCCM 2 <br />CRITERIA <br />PREF> RRE1) <br />MARGINAL <br />NON- <br />COMPLIANT <br />6. Wind Design <br />Building was designed in <br />Verification <br />1985 and has no obvious <br />winddesignflaivs. !find <br />design was 1/0 mph widr <br />1.1 imporlarree factor. <br />7. Construction Type <br />Single story light steel <br />I Loadpath <br />frame with fully <br />reinforced masonry <br />Verification <br />cantilever walls; clearly <br />defined and continuous <br />loadpath front roof to <br />foundation is present <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 sofispot <br />areas. <br />10. Fenestrations I <br />Unprotected windows <br />Window Protection <br />and door panels; doors <br />are metal security type; <br />direct exposure to <br />shelter area and less than <br />15% window area <br />11. Roof Construction <br />The building has a flat, <br />I Roof Slope <br />lightweight roof with <br />engineered mechanical <br />connections to support <br />structures below. <br />12. Roof Open Span <br />The building has a roof <br />system with no distances <br />between verlic al supports <br />that are greater !Fran 40 <br />feet <br />13. Roof Drainage/ <br />Evidence of minor <br />Ponding <br />ponding ispresent on <br />roof <br />