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<br />1'1onda tlulldmg COde Unlme <br /> <br />Evaluationffest 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 />IGol <br />pp/Seq <br /># <br /> <br />904.1 <br /> <br />904.2 <br /> <br />Product Model '# or <br />Name <br /> <br />ood-edge Steel Side- <br />inged Door Units <br /> <br />ood-edge Steel Side- <br /> <br />t'age 1. or :> <br /> <br />PTID 4904 I Insta1168 WE <br />Glazed. pdf <br />PTID 4904 I Install 68 WE <br />Opaque. pdf <br />PTID 4904 I Install 80 WE <br />Glazed. pdf <br />PTID 4904 I Instal180 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 />locations adhering to the <br />lorida Building Code <br />ncluding the High Veloci <br />Hurricane Zone, and <br />here pressure <br />equirements as <br />etennined by ASCE 7, <br />inimum Design Loads <br />r Buildings and Other <br />tructures, does not <br />xceed the design <br />ressures listed. 3'-0" x 6' <br />" max nominal size. Max <br />DP = +/- 76.0. When large <br />.ssile impact resistance <br />s required, hurricane <br />rotective system is NOT <br />equired. See installation <br />rawing DWG-MA- <br />FL0128-05 for additional <br />nformation. <br /> <br /> <br />6'-8" Opaque liS <br />nd O/S Single <br />Door <br /> <br />8'-0" Opaque I/S <br />nd O/S Single <br /> <br />Evaluated for use in <br />ocations adhering to the <br />lorida Building Code <br />ncluding the High Veloci <br />urricane Zone, and <br />here pressure <br />equirements as <br />etennined by ASCE 7, <br />inimum Design Loads <br />r Buildings and Other <br />ructures, does not <br /> <br /> <br />http://www.floridabuilding.orglpr/pr_ detl.asp?IPT=4904&R V=O&fm=ROSrch <br /> <br />10/5/2005 <br />