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<br />P.rrragra-p h <br />2.1.8 <br /> <br />Title of Test-Test Method <br /> <br />I <br /> <br />.. 01-40351.06 <br /> <br />~WORK>;HALLCOMPLYWI1HALL Page 4 of 4 <br />PREVAILING CODES, FLORIDA BUlLDIN? <br />'COOf..NATIONAL ELEproCCO:~ <br />ClTYOFZEPHYRHIL~SORDIN <br />Results i Allowed <br /> <br />, '. <br /> <br /> <br />'Test Results: (Continued) <br />. . -".' , .' " - - .'.. ~ <br /> <br />Forced Entry Resistance per ASTM F 588-97 <br /> <br />Type: A <br />Grade: 10 <br /> <br /> <br />Lock Manipulation Test <br />Test AltbruA5 <br />TestA7 <br />Lock Manipulation Test <br />Optional Performance <br /> <br />No entry <br />No entry <br />No entry <br />No entry <br /> <br />No entry <br />No entry <br />No~ntry <br />No entry <br /> <br />4.3 <br /> <br />Water Resistance per ASTM E 547-96 <br />(with and without screen) <br />WTP = 6.75psf No leakage <br /> <br />No leakage <br /> <br /> <br />UniformLoadD~flection per AS"nYfE 330-97 <br />~:Js]6i;f~~rfs6~~:)onthemeeting rail) <br />.,. ~~~,:g~~}~~~~~e2) ,g:~~: g~~~::%~: <br />* Exceeds L/175 for deflection, but meets all other test requirements <br /> <br />)-:./-':'; <br />~'<~:i:'L~.' 0;. <br />.':,:-:!.::'i; <br /> <br />>:,,':;;..:;':.,,::.:.':.':(,.... <br /> <br />,-,", ,': ,'. <br />"':"":'.;.' <br /> <br />Uniform Load Structural per ASTM E 330-97 <br />(Measurements were taken on the meeting rail) <br />(Loads held for 10 seconds) <br /> <br />~~~:~ig~i~~~~~:~) g:t~:: <br /> <br />'4,42@70.8psf(negative) 0.19" <br /> <br />ii ". ...,... ,d .,i .'. ,i, " .,., ' ".', ..,.'... ........,. ,.... ....,., ' .. ,! <br />.,~e.!~l~ddrawings,r~presen~litive s:arnPl~of thete~tspeci!Ilep,and~oQF>yofth.iste:port;W'illhe <br />ret~nedby ATI for apenodof four years. The above resultsytere secured by usmg the <br />deSIgnated test methods and they indicate compliance with the perfor;mance requirements of the <br />above referenced specification. This report does not constitute certification of this product which <br />may only be granted by the certification program administrator.' - <br /> <br />0.20" max. <br />0.20" maX. <br /> <br />44.2 <br /> <br />.",~. "', <br /> <br />0.20"max. <br /> <br />" <br />"hY-')tt. <br />:<::~ ::':"~;;\'. <br /> <br />>::....,.~.,'.-,....-;,..>.'.-'_.... <br /> <br />For ARCHITECTl.TR.P<.L TESTING, INC: <br /> <br /> <br />............' <br /> <br />MAH:baw <br />0[.4035 i.06 <br /> <br />, <br /> <br /> <br />~.f}?t ~"i.____. <br />AllenN. Reeves;P.,E. ...".. ,..,.. ,. <br />Director - Engineering SerY'Lces <br />.2. j /14 A;X G~ ::2: ~....,?- <br /> <br />