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��_ <br /> UNION <br /> ����� <br /> Introduction <br /> The MasterRib� panel is an industry leader in strength and durabitity. This popular and versatile panel <br /> features classic looks and is used in a wide range of applications including residential,commercial,and post- <br /> frame buildings. MasterRib� was designed with extra-wide ribs to increase strength and ease handling and <br /> installation. In addition,the oversized anti-siphoning channel on the under-fap provides extra leak resistance <br /> in the presence of extreme wind and rain loads. <br /> MasterRib� is available in 19 different paint cofors and in both 26 and 29 gauge steel. It is also available in <br /> unpainted Galvalume�or unpainted galvanized. Our paint system and Galvalume�substrate are individually <br /> covered by a limited warranty. Please see our color chart for details on our paint system. <br /> The MasterRib� panel is available in 36"coverage. The panel has five major support ribs at 3/a"high that add <br /> rigidity and strength to the panel. <br /> � 9" � . --•�.'" ,'-_, <br /> , - ,.. ` �t��L����y11 <br /> � Coverage 36" T i�'=�'t:�1�' i ' � .; �:I�CTR�C CO�DE AND <br /> � •� COD�,NA , r <br /> ��`I�'OF GEFHYRHIL�S OI�UI�IA��+CES <br /> MasterRib�is Metal Construction Association certified. Below is a list of af(of the MasterRib�panels apprnvals <br /> and certifications. <br /> . . <br /> • Dade County NOA -0 . CE 7-98 Compli ,( ���r��lt_��� <br /> • Florida Buildin e Approval #FL4586.3,#FL9555.�[� ��� � 2044 <br /> #FL9555.4, 9555.5,#FL9557.1,#FL9557.2,#FL961�f'.�, � --- <br /> • Texas Dep rtment of Insurance Approval #116 <br /> • UL 790 Fire ce Class A <br /> • UL 2218 Impact Resistance Class 4 <br /> • UL 580 Uplift UL Class 90 CONSTRUCTION #584 <br /> A���'0 <br /> �'°d `�ll�s� <br /> Allowable Uniforrn Loads Per Sauare Foot �tTy��,q�,oc�o�l�,o <br /> LIVE LOAD (PSF) WIND L � � T� <br /> SPAN nNCHfs� 18" 24" 30" 36" 48" 54" 18" 24" 30" 36 ' r�ll <br /> 29 Gau e t 99 112 71 49 28 22 211 118 76 52 29 q��G <br /> 26 Gauge 268 150 96 67 37 29 275 99 69 38 3 <br /> NOTES: �p ��,. Gfi4 <br /> 1.Theoretical allowable toads are based on section properties and allowables calculate�col'e�"aF� e �Q 01 AISI Specifications. <br /> 2.Theoretical allowable loads are based on three or more uniform spans. lS'� ��`� L`-�� <br /> 3.For roof panels,deduct seff weight for actual`live load'capacity of the panel. ��G 'Y�L � <br /> 4.These loads are for panel strength.Frames,purlins,decks and fasteners must be designed to resist ads��o o�panel. <br /> 5.Check local building codes if panel testing is required. ��«)�` �/} <br /> -�- � 'J <br /> 3 � <br />