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� ��'i <br /> Force Engineering&Testing Inc. <br /> 19530 Rambiewaod Drive <br /> Humble,'TX 77338 <br /> Compliance Statement: The product as described in this repart has demonstrated compliance with the <br /> �lorida Building Code 2010,Sectians 1504.3.2,1504.7. <br /> Produd Descriptian: U{tra-Rib Roaf Panel, Min. 29 Ga.Steet, 36" Wide, through fastened roof panel <br /> over 15/32"Piywood decking.Non-Structural Application. <br /> Panet MaterialjStandaMs: Material: Minimum 29 Ga.Steel canforming#a Florida Suilding Code 2010 <br /> Section 1507.4.3. <br /> Yield Strength: Min.80.0 ksi <br /> Corrosion Resistance:Panel Material shall comply with Florida Building Cade <br /> 2010,Section 1507.4.3. <br /> Panel Dimension(s): Thickness: O.Q145"min. <br /> Width: 36" <br /> Rib Height: �."major rib at 9"O.C. <br /> Panel Rallformer: MRS Metal Rollforming Systems <br /> Panel Fastener: #10-16 x 1-1/2"HWH Woodgrip with sealing washing or approved equal <br /> Y"minimum penetration through plywood <br /> Corrasion Resistance:Per Florida Buiiding Code 2010,Section 15Q6.6,1SQ7.4.4 <br /> Substrate Description: Min.15j32"thick,APA Rated plywaod over supparts at maximum 24"O.C. <br /> Design of plywaod and plywaod supports are outside the scope of this <br /> evaluatian. Must be designed in accordance w(Flprida Buiiding Code 2010. <br /> pesign Uplift Pressures: <br /> Tabk"A" <br /> Maximum Total UpUtt Desi�n Pressure: 84.3 psf 146.0 psf <br /> Fastener Pattem: 9"-9"-9"-9" b-5�-2.5"-b.5"-2.5"- <br /> 6.5"-2.5"-6.5" <br /> Fastener Spadng: 24"O.t. 12"4.C. <br /> "Design Pressure includes a Safety factor=2.0. <br /> �`11�111111fflttl <br /> ���� EKGE��'w f�ti <br /> O <br /> 4����;y � �E N s�,���s <br /> .,�► <br /> • �''i-! <br /> "` No.4�1➢� . <br /> ,`. <br /> � * e*� <br /> ,r • � <br /> M' 's• �A�� <br /> r'��. ��� <br /> '`�,a,�. FLpR11�!► �v�`` <br /> ♦ �"•. . �♦ <br /> �o� ����,r�'....•� ���/y <br /> � � <br /> ltjja ili�yt�111 <br /> FL#4595.2 R2 <br /> February 24, 2Q12 <br />