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10-10238
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10-10238
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Last modified
1/27/2011 2:01:02 PM
Creation date
1/27/2011 2:01:00 PM
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Building Department
Building Department - Doc Type
Permit
Permit #
10-10238
Building Department - Name
ADAMS,DAVID
Address
6212 18TH ST
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• <br /> Approved for use outside HVHZ: Yes • Quality Assurance Contract Expiration Date <br /> Impact Resistant: Yes 12/31/2010 <br /> Design Pressure: +55.0/ - 55.0 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. 12' -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 required <br /> on opaque panels, but is required on glazed panels. <br /> See DWG- MA- FL0128 -05 for details. <br /> 4904.4 Wood -edge Steel Side - Hinged 8' -0" Opaque I/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 /> Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date <br /> Impact Resistant: Yes 12/31/2010 <br /> Design Pressure: +45.0/ - 50.0 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. 12' -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 required <br /> on opaque panels, but is required on glazed panels. <br /> See DWG- MA- FL0129 -05 for details. <br /> 4904.5 Wood -edge Steel Side - Hinged Opaque • /S 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 /> Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date <br /> Impact Resistant: Yes 12/31/2010 <br /> Design Pressure: +50.0/ - 45.0 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. 12' -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 required <br /> on opaque panels, but is required on glazed panels. <br /> See DWG- MA- FL0129 -05 for details. <br /> 4904.6 Wood -edge Steel Side- Hinged 6' -8" Glazed I/S and O/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 /> Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date <br /> http : / /www.floridabuilding.org /pr /pr app dtl. aspx? pararn=w GEVXQwtDgteluIwNNbblScio %2baWgLuyk... 3/8%2009 <br />
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