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t �p + / ,� l9 <br /> � � �a . �.. �'�„ � ' � ��������t.. ������. <br /> � _� 4 y��'4 ' _ i, � <br /> L�, +.t�. '�," � � l� t '� Il 1 E L ,7i.r jd" � <br /> PJ L3 <br /> �;,;p �- '.,rr •;, , �� SUPPLY & MANUFACTURIN�i <br /> y �_ � �. <br /> ��e � �;�..� <br /> ��, <br /> • � � : � � s � • • e • <br /> * � � ;r; - - <br /> ;� <br /> ;:�t <br /> i <br /> Compliance 5tatement; The product as described in this report has demonstrated compliance with the <br /> Florida 8uilding Code 2014, Se�tions 9 504.3.2, 1504.7. <br /> Product Descriptian: GuffRibT"', �/a" Rib Roof Panel, Minimum 29 Ga. Steel,36" Coverage,through <br /> fastened raof panel over Minimum 1 x4 Waod Puriins over ane layer of Asphait <br /> Shingles(optional) over minimum�he" OSB ar minimum �s/�z" Plywaod Qecking. <br /> Non Structural appiicatian. <br /> Panei Ma#eriallStandards: Material: Minimum 29 Ga. Steef, ASTNI A792 or ASTM A653 G90 conforming to <br /> Florida Building Code 2014 Seckion 1507.4.3. <br /> Paint Finish Optiorra! <br /> Yield Strength: Min. 102.Oksi <br />'� Corrosion Resistance: Panel Material sha11 compfy with Florida Buiiding Code <br /> 2014, Section 1507.4.3. <br /> Panel Dimension{S}: Thickness: 0.0142" Minimurn <br /> Width: 36" Coverage <br /> Rib Height: �!a" Major Rib at 9" O.C. <br /> Panel Fastener: #9-15x1.5" HWH with sealing washing or approved equal <br /> �la" minimum penetration through p(ywood. <br /> Corrnsion Resistance: Per Florida Builtling Code 2Q14, Section 1546.6, 150?.4.4 <br /> Substrate Description: Minimum 1 x4 No, 2 SYP wood purlins over maximum one layer of asphalt <br /> shingle�(optional)over rrrin.7h6" OSB or miri.jst��" thick over supports at <br /> �, <br /> maximum 24 O.C. The 1 x4 wood purlins shall be fastened ta the waod rafters <br /> {24" O.C. Max�with (2}g x 2�h" Deck Screws per rafter{Minimum 1�1�" <br /> penetration into wood rafter). Design of 1x4 wood purlins, OSB, plywood and <br /> QSBIplywaod supports are outside the scope of this eva3uation, Must be designed <br /> in a[cordance w/Florida Building Code 2014. <br /> Design Uplift Pressures. Ta6ie�'A" <br /> . .,w "'"`7 '" }�' - <br /> Fastener Pattern 9"-9"-9"-9" <br /> = � - '- o''- ,� „ •�� .0 .r��u>=� ,��'�'_ <br /> �.�.S�' — wi;' rv'�� Y+eG. "'W:0.� <br /> Design Pressure includes a Safety Factor= 2,0. <br /> I <br /> ( FL#3165i.27 R2+1UNE]5,2015 <br /> . 8'ID lA 1� ; � ',' �' '� . S /� b <br /> E'F if� �� <br /> k <br /> �� I <br />