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Ch-111, <br /> Force Engineermig&Testing Inc. <br /> flumble,TX77338 <br /> Compliance Statement: The product as described in this report has demonstrated compliance with the <br /> Florida Building Code 2017,Sections 1504.3�1504.7. <br /> Product Description: 4s Roof pana|' Min. 29 Ga. Steel,3e^xvide,through fastened roof panel over <br /> 1x4 wood purlins over one layer of asphalt shingles(optional)over min.15/32" <br /> APA Plywood decking.Non-Structural Application. <br /> PenmKneteriaVstandaxds: rm,uev/at Min.Ze Ga.Steel,conforming to Florida Building Code zq17Section <br /> 1507.4.3. Paint finish optional. <br /> Yield Strength: Min.UD'Oks| <br /> Corrosion Resistance:Panel Material shall comply with FiuridaBuilding Coda <br /> 2017,Section1SO7.4.3. <br /> Panel Dimensbn(s): Thickness: 0.015^min. <br /> Width: 36°Maximum Coverage <br /> Rib Height: V major rijb at 9"O.C. <br /> Pane|Ru{|fhnnen A.S.0 Machine Tools <br /> Panel Fastener: #10-15x1-1/2"M!UOVVondgr/p with sealing washing or approved equal <br /> X"minimum penetration through plywood <br /> Corrosion Resistance:Per Florida Building Code 2V17,Section 15V7.4.4. <br /> Substrate Description: Min.1x4 No.2 SvP wood pvrlins over maximum one layer nf asphalt shingles/felt . <br /> paper(uptiona/)over min.15/3Z"thick,APA Rated plywood over supports at | <br /> maximum2r O.C. the 1xu wood pud|ro shall be fastened to the plywood with ! <br /> (1)8dx2B"Ring Shank Nail at4°O.C,' Design cf1x4 wood pudins,plywood and <br /> plywood supports are outside the scope of this evaluation. Substrate must be <br /> designed inaccordance wy Florida Building Code aO3.7 <br /> Allowable Design Uplift Pressures: ' <br /> - <br /> Table"A" <br /> Maximum Total Uplift Design Pressure: 78S pSf 101.6 Psf <br /> Fastener Pattern: <br /> 'Design Pressure Includes a Safety Factor~zo. ' <br /> «vvoxmxxo^ <br /> LJ <br /> ' <br /> / <br /> STATE OF <br /> wCO�* � <br /> 02M ' J�'o��� <br /> Fl4 15037.2 R2 <br /> August 7, 2017 <br />