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15-16175
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2015
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15-16175
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Last modified
3/21/2016 2:39:19 PM
Creation date
3/21/2016 2:39:18 PM
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Building Department
Building Department - Doc Type
Permit
Permit #
15-16175
Building Department - Name
GORTON,CHARLOTTE
Address
38840 B AVE
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, Page 4 of 5 <br /> 4�04.5 Wood-edge Steel Side- 8'-0" Opaque O/S w/ or w/o Sidelites <br /> Hinged Door Units <br /> Limits of Use Certification Agency Certificate <br /> A..pproved for use in HVHZ: Yes FL4904 R6 C CAC NI006110.02.pdf <br /> A.pproved for use outside HVHZ: Yes Quality Assurance Contract Expiration i�ate <br /> Impact Resistant: Yes 12/31/2020 <br /> �lesign Pressure: +50.0/-45.0 Installation Instructions <br /> Other: Evaluated for use in locations adhering FL4904 R6 II FL0129.pdf <br /> to the Florida Building Code including the Verified By: National Accreditation & <br /> High Velocity Hurricane Zone, and where Management Institute <br /> pressure requirements as determined by ASCE Created by Independent Third Party: <br /> 7, Minimum Design Loads for Buildings and Evaluation Reports <br /> Other Structures, does not exceed the design FL4904 R6 AE SOlA.pdf <br /> pr•essures listed. 12'-0" x 8'-0" max nominal Created by Independent Third Party: Yes <br /> size. When large missile impact resistance is <br /> required, hurricane protective system is NOT <br /> required on opaque panels, but is required on <br /> glazed panels. See DWG-MA-FL0129-05. <br /> 4�04.6 Wood-edge Steel Side- 6'-8" Glazed I/S and O/S Door w/ or w/o <br /> Hinged Door Units Sidelites <br /> Limits of Use Certification Agency Certificate <br /> A�pproved for use in HVHZ: Yes FL4904 R6 C CAC NI006110.03.pdf <br /> A►pproved for use outside HVHZ: Yes Quality Assurance Contract Expiration :Date <br /> Impact Resistant: No 12/31/2020 <br /> �lesign Pressure: +50.5/-50.5 Installation Instructions <br /> Uther: Evaluated for use in locations adhering FL4904 R6 II FL0130.pdf <br /> to the Florida Building Code including the Verified By: National Accreditation & <br /> High Velocity Hurricane Zone, and where Management Institute ' <br /> pi•essure requirements as determined by ASCE Created by Independent Third Party: <br /> 7, Minimum Design Loads for Buildings and Evaluation Reports <br /> Other Structures, does not exceed the design FL4904 R6 AE 502A.�df <br /> pi•essures listed. 12'-0" x 6'-8" max nominal Created by Independent Third Party: Yes <br /> size. When large missile impact resistance is <br /> required, hurricane protective system is <br /> required. See DWG-MA-FL0130-OS for details. <br /> 4904.7 Wood-edge Steel Side- 8'-0" Glazed I/S Door w/ or w/o Sidelites <br /> Hinged Door Units <br /> Limits of Use Certification Agency Certificate <br /> �ipproved for use in HVHZ: Yes FL4904 R6 C CAC NI006110.04.pdf <br /> ��pproved for use outside HVHZ: Yes Quality Assurance Contract Expiration :Date <br /> Impact Resistant: No 12/31/2020 <br /> Design Pressure: +40.0/-45.0 Installation Instructions <br /> Other: Evaluated for use in locations adhering FL4904 R6 II FL0131.pdf <br /> to the Florida Building Code including the Verified By: National Accreditation & <br /> http:/1www.floridabuildin�.or�/pr/pr app dtl.aspx?param=wGEVXQwtDqteluIwHNbblSc... �/21/2015 <br />
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