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Product Approval Method Method 1 Option A <br /> Date Submitted 12/23/2008 <br /> Date Validated 12/29/2008 <br /> Date Pending FBC Approval 01/05/2009 <br /> Date Approved 02/03/2009 <br /> Summary of Products <br /> FL # Model, Number or Name Description <br /> 4904.1 Wood -edge Steel Side - Hinged 6' -8" Opaque I/S and O/S Single Door <br /> Door Units <br /> Limits of Use Certification Agency Certificate <br /> Approved for use in HVHZ: Yes FL4904 R3 C CAC NI006110- R3.PDF <br /> Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date <br /> Impact Resistant: Yes 12/31/2010 <br /> Design Pressure: +76.0/ -76.0 Installation Instructions <br /> Other: Evaluated for use in locations adhering to the FL4904 R3 II FL4904 6 8 Opaque Anchor.pdf <br /> Florida Building Code including the High Velocity Verified By: National Accreditation & Management <br /> Hurricane Zone, and where pressure requirements as Institute, <br /> determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: <br /> Buildings and Other Structures, does not exceed the Evaluation Reports <br /> design pressures listed. 3' -0" x 6' -8" max nominal Created by Independent Third Party: <br /> size. When large missile impact resistance is <br /> required, hurricane protective system is NOT <br /> required. See DWG- MA- FL0128 -05 for details. <br /> 4904.2 Wood -edge Steel Side - Hinged 8' -0" Opaque I/S and 0/S Single Door <br /> Door Units <br /> Limits of Use Certification Agency Certificate <br /> Approved for use in HVHZ: Yes FL4904 R3 C CAC NI006110- R3.PDF <br /> Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date <br /> Impact Resistant: Yes 12/31/2010 <br /> Design Pressure: +70.0/ -70.0 Installation Instructions <br /> Other: Evaluated for use in locations adhering to the FL4904 R3 II FL4904 8 0 Opaque Anchor.pdf <br /> Florida Building Code including the High Velocity Verified By: National Accreditation & Management <br /> Hurricane Zone, and where pressure requirements as Institute, <br /> determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: <br /> Buildings and Other Structures, does not exceed the Evaluation Reports <br /> design pressures listed. 3' -0" x 8' -0" max nominal Created by Independent Third Party: <br /> size. When large missile impact resistance is <br /> required, hurricane protective system is NOT <br /> required. See DWG- MA- FLO129 -05 for details. <br /> 4904.3 Wood -edge Steel Side - Hinged 6' -8" Opaque I/S and 0/S Door w/ or w/o Sidelites <br /> Door Units <br /> Limits of Use Certification Agency Certificate <br /> Approved for use in HVHZ: Yes FL4904 R3 C CAC NI006110 R3.PDF <br /> httn : / /www.floridabuilding.ora/m /pr app dtl. aspx? param= wGEVXQwtDgteluIwHNbblScio %2baWgLuyk... 3/8/2009 <br />