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/ ��� <br /> _.---�--.� . � 1 - ��-',..__ <br /> L <br /> 1 � <br /> �'c�rce N n�;ineerin�$Teatin�*Inc. � <br /> � 19$30 iia�nb�cNU��d 1)rive <br /> HuttShle,T}C 7?i.'iti <br /> Compliante StatemeM: The product as described in this report has demonstrated compliance with the <br /> Florida Building Code 2010,Sedions 1504.3.2,1504.7. <br /> Produtt Description: Tuff Rib, �4" Rib Roof Panel, Min. 29 Ga. Steel, 36" Wlde,through fastened roof <br /> panel over lx4 wood puriins over one layer of asphalt shingies (optional) aver <br /> min.7/16"OSB or 15/32"Plywood decking.Non-Structural Application. <br /> Panel Mate�iel/SWndards: Material: Minimum 29 Ga.Steel,ASTM A792 or ASTM A653 G90 conforming to <br /> florida Building Code 2010 Section 1507.4.3. Paint finish optional. <br /> Yield Strength: Min.80.0 ksi <br /> Corrosion Resistance:Panel Material shali comply w+th Florida Building Code <br /> 2010,Section 1507.4.3. <br /> Panel DimensiOn(s): Thickness: 0.014"min. <br /> Width: 36" <br /> Rib Height: %"major rib at 9"O.C. <br /> Panel Roilformer: MRS Metal Roliforming Systems <br /> Panel fastener: #9-15 x 1-1/2"HWH Woodgrip with sealing washing or approved equal <br /> ti"minimum penetretion through plywood <br /> Carrosion Resistance:Per Florida Buiiding Code 2010,Section 1506.6,1507.4.4 <br /> Substrate DesCription: Min.lx4 No.2 SYP wood purlins over maximum one layer of asphalt shingles <br /> (optional)over min.7/16"OSB or min.15/32"thick over supports at maximum <br /> 24"O.C. The 1x4 wood purlins shall be fastened to the wood rafters{24"O.C. <br /> Max)with(2)9 x 2'r4"Deck Screws per rafter(Minimum i l/8"embedment into <br /> wood rafterj. Design of ix4 wood purlins,OSB,plywood and OSB/plywood <br /> supports are outside the scope of this evaluation. Must be designed in <br /> accordance w/Florida Building Code 2010. <br /> Design Uplift Pressures: <br /> Tabk"A° <br /> Maximum Total Uplfft Dest�n Pressuro: SO1.0 psf <br /> Es�ta��r Patt�rn: g�_g�_g�_g�� <br /> F°st�nN'Sp�dnt� 24"O.C. <br /> 'Design Pressure includes a Safety Factor=2.0. <br /> ,,,��11f1ftlll��I <br /> .��� '�N'C E' �' t'r'O �i <br /> :� .�.�'`. � C E N S F �'�`r�i <br /> . 4,,. <br /> • �• ':*�v� <br /> � <br /> � I+b.419}3 . �, <br /> �y 1 w <br /> r'+7�� . 7{' ''�� <br /> � � r <br /> '• '4� ���� .��► <br /> r <br /> � � <br /> I <br /> I <br /> �..� %�f F� aRi '�A. ��: <br /> i� ����j�jONAI• ����,i <br /> �1►1{t� <br /> FL#11651.2�Ri February 22, 2012 <br />