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<br />Florida Building Code Online <br /> <br />EvaluationlTest Reports Uploaded: <br />Installation Documents Uploaded: <br /> <br />Product Approval Method: <br /> <br />Application Status: <br />Date Validated: <br />Date Approved: <br />Date Certified to the 2004 Code: <br /> <br />Page: <br /> <br />IGOI <br />pp/Seq <br /># <br /> <br />Product Model # or <br />Name <br /> <br />904.1 <br /> <br />ood-edge Steel Side- <br />Hinged Door Units <br /> <br />904.2 <br /> <br />ood-edge Steel Side- <br /> <br />Page 2 of 5 <br /> <br />PTID 4904 I Install 68 WE <br />Glazed. pdf <br />PTID 4904 I Install 68 WE <br />Opaque, pdf <br />PIID 4904 I Install 80 WE <br />Glazed,pdf <br />PIID 4904 I Install 80 WE <br />Opaque, pdf <br /> <br />Method I Option A <br /> <br />Validated <br />09/27/2005 <br /> <br />Page 1/1 <br /> <br />Model <br />Descri tion <br /> <br />Limits of Use <br /> <br />Evaluated for use in <br />ocations adhering to the <br />lorida Building Code <br />ncluding the High Veloci <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 />tructures, does not <br />xceed the design <br />ressures listed. 3'-0" x 6'- <br />H max nominal size. Max <br />p = +/- 76.0. When large <br />missile impact resistance <br />s required, hurricane <br />rotective system is NOT <br />required. See installation <br />rawing DWG-MA- <br />L0128-0S for additional <br />nformation. <br /> <br /> <br />6'-8" Opaque I/S <br />nd O/S Single <br />oor <br /> <br />8'-0" Opaque I/S <br />nd O/S Single <br /> <br />Evaluated for use in <br />oeations adhering to the <br />lorida Building Code <br />neluding the High Veloci <br />urricane Zone, and <br />here pressure <br />equirements as <br />etermined by ASCE 7, <br />inimum Design Loads <br />r Buildings and Other <br />truetures, does not <br /> <br />http://www.floridabuilding.orglpr/pr_ detl.asp?IPT=4904&R V=O&fm=ROSrch <br /> <br />10/5/2005 <br />