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un�o <br /> CORRUGAitNG�ANY <br /> Introduction <br /> The MasterRib� panel is an industry leader in strength and durability. 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-lap provides extra leak resistance <br /> in the presence of extreme wind and rain loads. <br /> MasterRib� is available in 19 different paint colors 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 /> �3/4" <br /> � Coverage 36" ---I <br /> MasterRib�is Metal�onstruction Association certified. Below is a list of all of the MasterRib�panels apprr�vals <br /> and certifications. <br /> � <br /> • Dade County NOA#07-07 . &ASCE 7-98 Compliant � <br /> • Florida Building Code pproval #FL4586.3,#FL9555.2,#FL95`i5.3, <br /> #FL9555.4,#FL9555.5,# 557.1,#FL9557.2,#FL9610.4,#FL1 Q528.1 � <br /> • Texas Department of Insuran roval #116 <br /> • UL 790 Fire Resistance Class A � -- ___� <br /> • UL 22181mpact Resistance Class 4 <br /> • UL 580 Uplift UL Class 90 CONSTRUCTION #584 REVIE�/�/ <br /> a,a�r� /fJ ��-l <br /> CITyOFZ,��pH�,�H�--�__ <br /> Allowable Uniform Loads Per Square Foot P�ANS EXqM�NE� ` C!S <br /> l <br /> LIVE LOAD (PSF) WIND LOAD (PSF) <br /> SPAN nNCHES� 18" 24" 3Q" 36° 48" 54" 18" 24" 3Q" 36° 48" 54" <br /> 29 Gau e 199 112 71 49 28 22 211 118 76 52 29 23 <br /> 26 Gauge 268 1 SO 96 67 37 29 276 � <br /> H ALL <br /> NOTES: PREVAILING('ODES,FLORIDA BUILDING <br /> 1.Theoretical allowable loads are based on section properties and allowables calculated i��Ak�O�I�l'�p�,�'�����E AND <br /> z.Theoretical allowable loads are based on three or more uniform spans. ('I`I'Y�F�EP��YR��ILLS�RDI�A�TcEs <br /> 3. For roof panels,deduct self weight for actual'live load'capacity of the panel. <br /> 4.These loads are for panel strength.Frames,purlins,decks and fasteners must be designed to resist all loads imposed on the panel. <br /> 5.Check local 6uilding codes if panel testing is required. <br /> � <br />