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<br />1< lonoa .l:Suuomg Cooe Untme <br /> <br />904.3 <br /> <br />904.4 <br /> <br />inged Door Units <br /> <br />ood-edge Steel Side- <br />inged Door Units <br /> <br />ood-edge Steel Side- <br />Hinged Door Units <br /> <br />Page j ot ; <br /> <br />oor <br /> <br />xceed the design <br />ressures listed. 3'-0" x 8'- <br />" max nominal size. Max <br />P = +1- 70.0. When large <br />'ssile impact resistance <br />s required, hurricane <br />rotective system is NOT <br />required. See installation <br />rawing DWG-MA- <br />L0129-05 for additional <br />nformation. <br />Evaluated for use in <br />ocations adhering to the <br />Florida Building Code <br />ncluding the High Veloci <br />urricane Zone, and <br />here pressure <br />equirements as <br />etermined by ASCE 7, <br />inimum Design Loads <br />or Buildings and Other <br />tructures, does not <br />xceed the design <br />ressures listed. 12'-0" x <br />'-8" max nominal size. <br />ax DP = +1- 55.0. When <br />arge missile impact <br />resistance is required, <br />hurricane protective <br />ystem is NOT required <br />n opaque panels, but is <br />equired on glazed <br />panels. See installation <br />rawing DWG-MA- <br />L0128-05 for additional <br />nformation. <br />Evaluated for use in <br />locations adhering to the <br />lorida Building Code <br />ncluding the High Veloc' <br />Hurricane Zone, and <br />here pressure <br />equirements as <br />etermined by ASCE 7. <br />inimum Design Loads <br />or Buildings and Other <br />8'-0" Opaque liS tructures, doe~ not <br />xceed the design <br />pressures listed. 12'-0" x <br />'-0" max nominal size. <br />ax DP = + 45.0/-50.0. <br />en large missile impact <br />esistance is required, <br />hurricane protective <br />ystem is NOT required <br />n opaque panels, but is <br />required on glazed <br />panels. See instal/ation <br />rawing DWG-MA- <br />L0129-05 for additional <br /> <br /> <br />Door wI or wlo <br />ide lites <br /> <br /> <br />6'-8" Opaque lIS <br />nd OIS Door wI <br />r wlo Sidelites <br /> <br />http://www.floridabuilding.orglpr/pr _ detl.asp?IPT=4904&RV=0&fm=ROSrch <br /> <br />1015/2005 <br />