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z <br /> Limits of Use Installation Instructions <br /> Approved for use in HVHZ:No F0271 R4 II EJaluationReoortC2174 7.Ddf <br /> Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 <br /> Impact Resistant:N/A Created by Independent Third Party:Yes <br /> Design Pressure:+N/A/-113.1 Evaluation Reports <br /> Other:Uplift load of 56.0 psf @ fastener spacing of 24"o.c. FL7271 R4 AE EvaluationReDortC2174.7,odf <br /> &113.1 psf @ fastener spacing of 12"o.c. Created by Independent Third Party:Yes <br /> 7271.8 MasterRib Min 26 ga.,36",wide through fastened panel over 19/32"thick <br /> plywood <br /> -Limits of Use Installation Instructions <br /> Approved for use in HVHZ:No FL7271 R4 II EvaluationReoortC2174 8.Ddf <br /> Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam 62240 <br /> Impact Resistant:N/A Created by Independent Third Party:Yes <br /> Design Pressure:+N/A/-114.3 Evaluation Reports <br /> Other:Uplift load of 61.8 psf @fastener spacing of 30"o.c. FL7271 R4 AE Eva luationReoortC2174 8.Ddf <br /> and 114.3 psf @ fastener.spacing of 24"o.c. Created by Independent Third Party:_Yes <br /> 7271.9 ML200 Min 24 ga.,max 16"wide standing seam metal panel with <br /> double lock seam over metal deck.. <br /> Limits of Use Installation Instructions <br /> Approved for use in HVHZ:No . FL7271 R4 II Eva luationReportC2174 9.Ddf <br /> Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 <br /> Impact Resistant:N/A Created by Independent Third Party:Yes <br /> Design Pressure:+N/A/-116.0 Evaluation Reports <br /> Other:Uplift load of 71.0 psf @ clip spacing of'36"o.c:and FL7271 .114 AE-EvaluationReoortC2174 9.Ddf <br /> 116.0 psf @ clip spacing of 12"D.C. Created by Independent Third Party:Yes <br /> 7271.10 SL175 Min 24 ga.,max 16"wide snap-lock standing seam metal <br /> panel over metal deck. <br /> Limits of Use Installation Instructions <br /> Approved for use in HVHZ:No FL7271 R4 II EvaluationReoortC2174 10.odf <br /> Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 <br /> Impact Resistant:N/A Created by Independent Third Party:Yes <br /> Design Pressure:+N/A/-86.0 Evaluation Reports <br /> Other:Uplift load of 63.5 psf @ clip spacing of 36"o.c.and FL7271 R4 AE Eva luationReportC2174 10.Ddf <br /> 86.0.psf @.clip spacing of 12"o.c. Created by Independent Third Party;.Yes <br /> Back Next <br /> Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 <br /> The State of Florida is an AA/EEO employer:Coovriaht 2007-2013 State of Florida.::Priva6,Statement::Accessibility Statement::Refund Staterrient <br /> Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic <br /> mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), <br /> Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emails <br /> provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please <br /> provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. <br /> Product Approval Accepts: <br /> Credit Card <br /> Safe <br />