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�. <br /> Archltectural TesNng �'�� `' <br /> Test Resulfs: (Contitiued) <br /> Para ra l Title of �'est - Test A�etliod Results AI lo���zd <br /> Optionaf Perfonnance (Continued) <br /> 4.4.2.6 Uuiform Load Structural per AS7'M � 330 <br /> (Permanent sets were taken on the left fixed meeting stile) <br /> (Loads were held �'or 10 secoiids) <br /> 28$0 Pa (60.19 psfl (positive) 5.1 nul� (0.20") 6 .1 nvn (0.2�I") ma�• <br /> 2880 Pa (60,19 ps� (negative) 3.5 mm (0.14") 6.1 mm (0.2�") �a»� <br /> 'T'ape and filti� were used to seal against air leakage during structtu•al lestii�g. In ouc opinion, llie <br /> tape and film did not influence the resu(ts ofthe test. <br /> Drawing Reference: T(ie test specitnen drawii�gs have beett revie�ved bv Architeciural 'Ce.c�ing <br /> ai�d are representative of the test specimeii reported lierein. <br /> List of Official Observers; <br /> Name Com au <br /> Lynn George Arcl�itectur�l Testing, lnc. <br /> Core,y Eisenhuth Architecfural Testing, Inc <br /> .ia�nes Crri�po Arcliitectural Testing. Inc• <br />