Laserfiche WebLink
. . <br /> r7Force E�n�gineering&Testing In <br /> 11tm*4T 77338 <br /> Compliance Statement: The product as described in this report has demonstrated compliance with the <br /> Florida Building Code ZO17,Sections 15043.7,15O4.7. <br /> Product Description; Ultra-Rib Roof Panel, Min. 29 Ga. Steel, Bh^ Wide, through fastened roof panel <br /> over one layer of asphalt shingles (optional) over 15/32"APA Plywood decking. <br /> Non'Structura|App|ication. <br /> Pame|rNatehal/Standemda: Material: Minimum z9 Ga.Steel conforming tu Florida Building Code 2o17 <br /> section1SO7.43. <br /> Yield Strength: Min.80.Oksi <br /> Corrosion Resistance:Panel Material shall comply with Florida Building Code <br /> 2017,Secdnnz5O7/4.3. <br /> Pane|oimension(n): Thickness: 0.0105"mio. <br /> Width: 3d"maximum coverage <br /> Rib Height: %"major rib at 9"O.C. <br /> Panel Fastener: #9'15x1-1/2"HVVHVVnodQrip with sealing washing or approved equal <br /> X"minimum penetration through plywood <br /> Corrosion Resistance:Per Florida Building Code 2U17,Section ISO7.4.4. <br /> Substrate Description: One layer of asphalt shingles/felt paper(optional)over minimum 15/32"thick, <br /> APA Rated plywood over supports at maximum 24"O.C. Design of plywood and <br /> plywood supports are outside the scope nf this evaluation. Substrate must be <br /> designed in accordance w/Florida Building Code ZO1T <br /> Allowable Design Uplift Pressures: <br /> Table"A" <br /> Maximum Total Uplift Design Pressure: 63.5 psf 101.0 psf <br /> Fastener Pattern Type: #1 #2 <br /> Fastener Spacing: 24"O.C. 24"O.C. <br /> °Design Pressure includes a Safety Factor=2.0 ' <br /> vwxwx» <br /> �C E � , <br /> ~ .' <br /> V ` <br /> STATE O <br /> 02�� wwA� <br /> `^vxv«»yw»^ %�` <br /> FL#4595.21 R4 <br />