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20-881
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2020
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20-881
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Last modified
2/27/2022 2:43:21 PM
Creation date
2/27/2022 2:43:20 PM
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Building Department
Building Department - Doc Type
Permit
Permit #
20-881
Building Department - Name
HILTON,DEBRA
Address
5109 10TH ST
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Other:Uplift load of 56 psf for Fastening System 1.Uplift FL20484 R1 AE Eva luationReoortC2175 6 Ddf <br /> load of 88.5 psf for Fastening System 2. Created by Independent Third Party:Yes <br /> 20484.7 ML150 Max 16.5"wide,min 24 ga.steel standing seam panel over <br /> 15/32"thick plywood <br /> Limits of Use Installation Instructions <br /> Approved for use in HVHZ:No FL20484 R3 II EvaluationReportC2175 7 pdf <br /> Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam,P.E.62240 <br /> Impact Resistant:N/A Created by Independent Third Party:Yes <br /> Design Pressure:+N/A/-124 Evaluation Reports <br /> Other:Maximum uplift load of 124 psf @ clip spacing of 6" FL20484 R1 AE Eva Iuation Repo rtC2175 7 odf <br /> o.c.with 180 seam,self-adhering membrane and fixed clip. Created by Independent Third Party:Yes <br /> 20484.8 PBR or R Panel Min 26 ga.,36"wide through fastened panel over 15/32"thick <br /> plywood <br /> Limits of Use Installation Instructions <br /> Approved for use In HVHZ:No FL20484 111 II EvaluationReDortC2175 8 odf <br /> Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam P.E.62240 <br /> Impact Resistant:N/A Created by Independent Third Party:Yes <br /> Design Pressure:+N/A/-161.5 Evaluation Reports <br /> Other:Uplift load of 30.0 psf at fastener spacing of 48"o.c. FL20484 R1 AE EvaluationReportC2175 8 pdf <br /> and 161.5 psf at fastener spacing of 6"o.c. Created by Independent Third Party:Yes <br /> 20484.9 SL175 Max 18"wide,min 24 ga.,snap-lock standing seam metal <br /> panel over 15/32"thick plywood <br /> Limits of Use Installation Instructions <br /> Approved for use In HVHZ:No FL20484 RS II EvaluationReoortC2175 9 odf <br /> Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam,P.E.62240 <br /> Impact Resistant:N/A Created by Independent Third Party:Yes <br /> Design Pressure:+N/A/-93.5 Evaluation Reports <br /> Other:Uplift load of 39.8 psf @ clip spacing of 36"o.c.and FL20484 R1 AE Eva luationReoortC2175 9 Ddf <br /> 78.6 psf @ clip spacing of 8"o.c with felt.Uplift load of 93.5 Created by Independent Third Party:Yes <br /> psf @ clip spacing of 12"o.c.with self-adhering membrane. <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.Copyright 2007-2013 State of Florida ::Privacy Statement::Accessibility Statement::Refund Statement <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 /> ®W ® 9 <br /> Credit.Card <br /> f.. .- Safe <br />
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