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, Elorida.Building Code Online Page 2 of 3 • Product Approval Method Method 1 Option D Date Submitbed 03/23/2015 Date Validated 03/24/2015 Date Pending FBC Approval 03/29/2015 Date Approved 06/23/2015 Summa of Products FL# Model,Number or Name Description 9555.1 5V Panel 29 ga.,24"wide,through fastened panel over wood supports Limits of Use Installation Instructions Approved for use in HVH2:No FL9555 R3 II EvaluationReportC1999 3.pdf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resista�:N/A Created by Independent Third Party:Yes 1 Design Pressure:+N/A/-70.25 Evaluation Reports Other:Uplift load of 70.25 psf @ support spacing of 24" FL9555 R3 AE EvaluationReoortC1999 3.odf o.c. Created by IndependentThird Party:Y� 9555.2 MasterRib Panel 26 ga.,36"wide,through fastened panel over steel supports Limits of Use Installation Instrutfions Approved for use in HVHZ:No FL9555 R3 II EvaluationReoortC1999 4.odf Approved for use outside HVHZ:Yes VeriFied By: Bala Sockalingam PE 62240 Impact Resista�rt:N/A Created by Independent Third Parly:Yes Design Pressure:+N/A/-47.2 Evaluatton Reports Other:Uplift load of 47.2 psf @ support spadng of 60"o.c. FL9555 R3 AE EvaluationReoortC1999 4.odf FL9555 R3 AE LSC1999 4.pdf Created by Independent Third Party:Yes 9555.3 MasterRib Panel 29 ga.,36'wide,through fastened panel over steel supports umits of Use Instaltation Instructions /lpproved for use in HVHZ:No FL9555 R3 II EvaluationReoortC1999 S.pdf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resista�rt:N/A Created by Independent Third Party:Yes � Design Pressure:+27.1/-37.7 Evaluation Reports Other:Design load of 27.1&-37.7 psf at support spacing � FL9555 R3 AE EvaluationReportC1999 S.odf of48"o.C. FL9555 R3 AE LSC1999 S.pdf Created by Independent Third Par[y:Yes 9555.4 MasterRib Panel 29 ga.,36"wide,through fastened panel over wood supports Limits of Use Instaliation InstruCtions Approved for use in HVHZ:No FL9555 R3 II EvaluationReoortC1999 6.odf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant:N/A Created by Independent Third Parly:Yes Design Pr�sure:+27.1/-36.2 Evaluation Reporls Other:Design load of 27.1&-36.2 psf at support spacing FL9555 R3 AE EvaluationReoortC1999 6.odf of 48"O.C. FL9555 R3 AE LSC1999 6.Ddf Created by Independent Third Party:Yes 9555.5 MasterRib Panel 29 ga.,36�wide,through fastened panel over nom. 1"x 4" wood supports Limits of Use Instailadon Instructions Approved for use in HVHZ:No FL9555 R3 II EvaluationReoortCi999 7.odf Approved for use outside HVH2:Yes Verified By: Bala Sockaiingam PE 62240 Impact Resistant:N/A Created by Independent'fhird Par[y:Yes Design Pressure:+N/A/-138.9 Evaluation Reports Other:Uplitt load of 138.9 psf @ support spacing of 24" FL9555 R3 AE EvaluationReoortC1999 7.odf o.c. Created by Independent Third Party:YPs 9555.6 PBR Panel 26 ga.,36"wide,through fastened panel over steel supports Limits of Use Installation Instructions Approved for use in HVHZ:No FL9555 R3 II EvaluationRe�ortC1999 8.pdf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistanr N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-52.5 Evaluation Report5 Other:Uplift load of 52.5 psf @ support spadng of 60.187" FL9555 R3 AE EvaluationRe�ortC1999 8.odf o.c. Created by Independent Third Party:Yes Back Nezt http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDqtvOROQkZAS... 5/11/2016