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Impact Resistant: No • 12/31/2010 Design Pressure: +50.51-50.5 Installation Instructions Other: Evaluated for use in locations adherincj to the FL4904 R3 II FL4904 6 8 Glazed Anchor.pdf Florida Building Code including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 12' -0" x 6' -8" max nominal Created by Independent Third Party: size. When large missile impact resistance is required, hurricane protective system is required. See DWG- MA- FLO130 -05 for details. 4904.7 Wood -edge Steel Side - Hinged 8 Glazed I/S Door w/ or w/o Sidelites Door Units Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R3 C CAC NI006110- R3.PDF Ap for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2010 Design Pressure: +40.0/ -45.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4904 R3 II FL4904 8 0 Glazed Anchor.pdf Florida Building Code including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 12' -0" x 8' -0" max nominal Created by Independent Third Party: size. When large missile impact resistance is required, hurricane protective system is required. See DWG- MA- FLO131 -05 for details. 4904.8 Wood -edge Steel Side - Hinged 8' -0" Glazed 0/S Door w/ or w/o Sidelites Door Units Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R3 C CAC NI006110 R3.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2010 Design Pressure: +45.0/ - 40.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4904 R3 II FL4904 8 0 Glazed Anchor.pdf Florida Building Code including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 12' -0" x 8' -0" max nominal Created by Independent Third Party: size. When large missile impact resistance is required, hurricane protective system is required. See DWG- MA- FLO131 -05 for details. httPil/www.floridabuilding.org/pr/pr app dtl: aspx? param= wGEVXQwtDgtehuIwHNbb1SciO %2baWgLuxk.. 3/8/2009