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designed in 1976 and has <br />no obvious wind desirgn <br />flaws <br />7, Construction Type h clearly defined and <br />I Loodpath continuous loadpath from <br />roof to foundation is <br />VeriflCation present <br />8. Building Condition The building is in good <br />condition with no <br />apparent signs of <br />deterioration <br />9. Exterior Wall The building's exterior <br />Construction walls are constructed of <br />fully reinforced masonry <br />and have no softspot <br />areas. <br />10. Fenestrations/ <br />Window Protection <br />11. hoof Construction <br />The building has a flat, <br />( hoof Slope <br />lightweight roof with <br />engineered mechanical. <br />connections to support <br />.. <br />structure$ below. <br />. 12. ironft7pen Span <br />13. roof Drainage <br />F No evidence orpondiThe <br />Pontiin present on roar <br />14.. Interior Safe .Structure lrroVreles <br />Space nlertor safe slxtee. <br />rirlor walls ap Ixar ra <br />mu-srrucrural. <br />15. Life Safety 1 An Emergency standby <br />E merger Porwer Power Generator exists <br />on site <br />rrenrt rewwd 6 12 00 at reelru tf qr L1Jia+t River Count)- <br />Access ID N 213 <br />Unprotected windows <br />and door vision pancls; <br />doors are metal security <br />type; direct exposure to <br />sheher area; less than <br />15% window area <br />The building has a roof <br />system with distances <br />between vertical <br />supports that are greater <br />than 40 feet <br />