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Florida Building Code Online ragt: "t VJ. .J nformation. Evaluated for use in oeations adhering to the lorida Building Code neluding the High Veloci urricane Zone, and here pressure equirements as etennined by ASCE 7, inimum Design Loads or Buildings and Other ructures, does not ood-edge Steel Side- 8'-0" Opaque xceed the design 904.5 IS wI or wlo ressures listed. 12'-0" x inged Door Units idelites '-0" max nominal size. ax DP = + 50.0/-45.0. en large missile Impact resistance Is required, urricane protective stem Is NOT required n opaque panels, but Is equired on glazed nels. See installation rawing DWG-MA- L0129-05 for additional nformation. Evaluated for use in ocatlons adhering to the Florida Building Code neludlng the High Veloe urricane Zone, and here pressure requirements as etennined by ASCE 7, inimum Design Loads 6'-8" Glazed lIS or Buildings and Other 904.6 ood-edge Steel Side- nd OIS Door wI tructures, does not inged Door Units r wlo Sldelites xceed the design pressures listed. 12'-0" x '-8" max nominal size. ax DP = +1- 50.5. When arge missile impact esistanee is required, hurricane protective ystem is required. See nstallation drawing DWG- A-FL0130-05 for dditional information. Evaluated for use in ocations adhering to the lorida Building Code neluding the High Veloci 904.7 Hurricane Zone, and here pressure equirements as etennined by ASCE 7, inimum Design Loads 8'-0" Glazed liS r Buildings and Other ood-edge Steel Side- oor wI or wlo tructures, does not http://www.floridabuilding.org/pr/pr_det1.asp?IPT=4904&RV=0&fm=ROSrch 10/9/2005