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15-16326
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2015
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15-16326
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Last modified
3/10/2016 9:20:37 AM
Creation date
3/10/2016 9:20:35 AM
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Building Department
Company Name
OAK CREST ESTATES
Building Department - Doc Type
Permit
Permit #
15-16326
Building Department - Name
SMITH-DUFFY,ROBIN MAY (HEIMSTEAD
Address
6931 OAKCREST WAY
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, , Page 7 o:P 7 <br /> 8228,13 Fiberglass Side-Hinged 8'-0" Impact Glazed Inswing Single or pouble <br /> Door Unit Door w/ or w/o Sidelites <br /> Limits of Use Certification Agency Certificate <br /> Approved for use in HVHZ: No FL8228 R6 C CAC <br /> NI006900.06.pdf <br /> A roved for <br /> use outside HVHZ: Ye <br /> Pp s uali Assuranc <br /> Q ty e Contract Expiration Date <br /> Impact�esistant: Yes 12/31/2020 <br /> Design Pressure: +40.0/-45.0 Installation Instructions <br /> Other: Evaluated for use in locations adhering FL8228 R6 II FL0163Dx.pdf <br /> to the Florida Building Code not 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 do not exceed the design pressures listed. Evaluation Reports <br /> 12'-0" x 8'-0" max nominal size. See DWG- FL8228 R6 AE SOlA.pdf <br /> MA-FL0163-07 for additional information. Created by Independent Third Party: Yes <br /> 8228.14 Fiberglass Side-Hinged 8'-0" Impact Glazed Outswing Single or <br />' Door Unit Double Door w/or w/o Sidelites <br /> Limits of Use Certification Agency Certificate <br /> Approved for use in HVHZ: No FL8228 R6 C CAC NI006900 06 pdf <br /> Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date <br /> Impact Resistant: Yes 12/31/2020 <br /> Design Pressure: +43.0/-47.0 Installation Instructions <br /> �ther: Evaluated for use in locations adhering FL8228 R6 II FL0163Dx.pdf <br /> to the Florida Building Code not 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 do not exceed the design pressures listed. Evaluation Reports <br /> 12'-0" x 8'-0" max nominal size. See DWG- FL8228 R6 AE SOlA.pdf <br /> MA-FL0163-07 for additional information. Created by Independent Third Party: Yes <br /> � <br /> http://www,floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquftCwaMPtp3 Tq... 4/1/2015 <br />
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