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18-20349
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18-20349
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Last modified
3/18/2019 7:24:44 AM
Creation date
3/18/2019 7:24:43 AM
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Building Department
Company Name
WEDGEWOOD MANOR
Building Department - Doc Type
Permit
Permit #
18-20349
Building Department - Name
HANCOCK,JEAN & BROOKS,BOBBY
Address
37424 DERBYSHIRE DR
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Florida Building Code Online http://www.floridabuilding.org/pr/prapp_fitl.aspx?param=wGFVX... <br /> Equivalence of Product Standards <br /> Certified By <br /> Sections from the Code <br /> Product Approval Method Method 1 Option D <br /> Date Submitted 10/12/2017 <br /> Date Validated 10/27/2017 <br /> Date Pending FBC Approval 10/3012017 <br /> Date Approved 12/12/2017 <br /> Summary of <br /> FLi Model,Number or Name Description <br /> ,8248.1 8000/8100#1101 9'Max width. 14'Max height.Glazing available in top or <br /> Intermediate section. <br /> Limits of Use I Installation Instructions <br /> Approved for use In HVHZ:No II FL8248 R13 II 1101-327010-P6-..s.pd <br /> Approved for use outside HVHZ:Yes k FL8248 R13 II WD lamb Supplement P17;pd <br /> Impact Resistant:No FL8248 R13 11 WD Track Supplement Chart P12.pd <br /> Design Pressure:+22.90/-26.30 Verified By: Dwayne 3 Kornish FL PE 77945 <br /> Other:Glazing Is not impact resistant and does not meet Created by Independent Third Party:No <br /> the requirements for wind-borne debris regions. Evaluation Reports <br /> FL8248 R13 AE FBC'Eval 8000 8100 8200 092917s.pd <br /> Created by Independent Third Party: No <br /> ----------- <br /> 18248.2 8000/8100#1102 i 9'Max width. 14'Max height.Glazing available in top or <br /> Intermediate section. <br /> Limits of Use Installation Instructions <br /> Approved for use.in HVHZ,No FL8248 R13 II 1102-327011-P6 s.pd <br /> Approved for use outside HVHZ:Yes FL8248 R13 11 WD Jamb Supplement P17.pdf <br /> Impact-Resistant:No I FL8248 R13 II WD Track Supplement Chart P12.pd <br /> Design Pressure:+26.90/-30.80 Verified By: Dwayne I Kornish FL PE 77945 <br /> Other:Glazing is not Impact resistant and does not meet Created by Independent Third Party: No <br /> the requirements for wind-borne debris regions. Evaluation Reports <br /> FL8248 R13 AE FBC Eval 8000 8100 8200 092917s.pdf <br /> Created by Independent Third Party: No <br /> 8248.3 8000/8100 #1103 9'Max width. 14'Max,height.Glazing available in top or <br /> Intermediate section. <br /> Limits of Use Installation Instructions <br /> Approved for use in HVHZ.No i FL8248 R13 11 1103-327012-P6 s.pd <br /> Approved for use outside HVHZ:Yes j FL8248 R13 II WD Jamb Supplement P17.pd <br /> Impact Resistant:No FL8248 R13 II WD Track Supplement Chart P12.pdf <br /> Design Pressure:+35.70/-41.00 Verified By: Dwayne J Kornish FL PE 77945 <br /> Other:Glazing Is not Impact resistant and does not meet created by Independent Third Party: No <br /> the requirements for wind-borne debris regions. Evaluation Reports <br /> FL8248 R13 AE FBC Eval 8000 •8100 8200 092917s.pdf <br /> Created by Independent Third Party: No <br /> :8248.4 8000/8100#1104 19'Max width. 14'Max height.Glazing available in top or <br /> intermediate section. <br /> Limits of Use Installation Instructions <br /> Approved for use in HVHZ.No FL8248 R13 If 1104-327013-P5 s.gdf <br /> Approved for use outside HVHZ:Yes I FL8248 R13 II WD Jamb Supplement P17,pd <br /> Impact Resistant:Yes rm48.R13 11.WD Track Supplement Chart P12.pdf <br /> Design Pressure.+46.00/-52.00 I Verified By: Dwayne J Kornish FL PE 77945 <br /> Other; Created by Independent Third Party:No <br /> Evaluation Reports <br /> FL8248 R13 AE FBC Eval 8000 $100 8200 092917s.pdf <br /> Created by Independent Third Party: No <br /> ...... .... <br /> 8248.5 800018100#1121 16'Max width. 14'Max height.Glazing available in top or <br /> intermediate section. <br /> 2 of 5 1/5/2018,3:46-PM <br />
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