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10�59:28 a.m. 05-11-2012 3/5 <br /> 35?.-498-7852 <br /> i��' •- <br /> , �.� <br /> Force En�iiieenng L�:Testzn�Irtc. <br /> 79�3U Rumble�tuud Dricc <br /> )�iurn6t�,T7+77338 <br /> Campliance Statement: The product as descrlbed (n this report has demonstrated compliance with the <br /> Florida Bu(Iding Code 2010,5ections 1504.3.2,1504.7. <br /> Product Description: TufF Rib,�:"Rlb Koof Panel, Min. 29 Ga.Steel,36"Wide,through fastened roof <br /> panei over 1x4 wood pu�llns over one layer af asphait shingles (optionai} over <br /> min.7/16"058 or 15/32"Plywood de�king.Non-Structu�al Appllcation. <br /> Panel Material/Standards: Material: Minimum 29 Ga.Steel,ASTM A792 or ASTM A653 G90 conforming to <br /> Florida Buiiding Code ZD10 Section 1507,4.3. Paint flNsh optfonai. <br /> Yleld Strength: Min.86.0 ksi <br /> Corroslon Resistance:Pane(Material shal!compiy with Fforida 8uilding Code <br /> 2010,Section 1507.4.3. <br /> Panel Dimension(sJ: Thl�kness: b.014"mfn. <br /> Width: 35" <br /> Rib Height: �:"major rib at 9"O.C. <br /> Panel Roliformer: MRS Metal Rollforming Systems <br /> Panel Fastener: �9-15 x 1-1/2"HWH Woadgrip with sealing washing or approved equai <br /> /"m}nimum penetration thraugh plywood <br /> Corrosion Resistance:Per Flar(da Building Code 2010,5ection 1506.6,1507.4.4 <br /> Substrate Descriptio�: Min.Lc4 No.2 SYP wood purlins aver maximum one layer oF asphalt shingles <br /> (optlonal)over min.7/16"QSB or min.1S/3Z"thick over supports at maximum <br /> 24"O.C. The lx4 wood purlins shall be fastened to the wood rafters(24"0 C. <br /> Max�with(2)9 x 2 Y�'Deck 5crews per rafter(Min(mum 17/8"er�6edment Into <br /> wood rafter). Design of lx4 wood purlins,058,plywood and�SB/plywood <br /> supports are outside Yhe scope afthis evaluation. Must be designed In <br /> accordance w/Florida Building Code 2010. <br /> Deslgn UpliFt Pressures: <br /> Table"A" <br /> Maxlmum Tc+tal UpUft Deslgn Pressure• 101.0 psf <br /> FastenerPattern: � 9�'9��'9�"9� <br /> Fastener Spadng: 24"0.[. <br /> 'Design Pressure I�cludes a Safety Factor=2.0. <br /> ,`���<<s r i r�r����, <br /> �``` �N'C E��'�Q f� <br /> ,k �,�'� 1 C E N 5 �,��; <br /> :,��;'• � � •;^�� �- <br /> t�� � No.449,�� 1� � �.s� <br /> �( � <br /> L. �r'r."'`�.��� �`f ° ,�k�a <br /> •�a• STATE OF :�;t <br /> . � <br /> . � <br /> :�• FLORIp� ��� <br /> sar�rr�. �i `�,r•• •'(y�'��, <br /> :ni+ ������QNri��►►►�+`i <br /> FL#7I6�1.z�ttt February 2Z, 2012 <br />