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un� o�N <br /> CARRUGATNG CO�.PANY <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 suppart ribs at 3/a"high that add <br /> rigidity and strength to the panel. <br /> � 9„ � <br /> �3/4" <br /> � Coverage 36" � <br /> MasterRib°is Metal Construction Association certified. Below is a list ofall of the MasterRib°panels approvals <br /> and certifications. <br /> • Dade County NOA#07-0713.03 &ASCE 7-98 Compliant <br /> • Florida Building Code Approval #FL45863,#FL9555.2,#FL95553, <br /> #FL9555.4,#FL9555.5,#FL9557.1,#FL9557.2,#FL9610.4,#FL10528.1 <br /> • Texas Department of Insurance Approval #116 <br /> • UL 790 Fire Resistance Class A <br /> • UL 2218 Impact Resistance Class 4 <br /> • UL 580 Uplift UL Class 90 CONSTRUCTION #584 <br /> Atlowable Uniform Loads Per Square Foot <br /> LIVE LOAD (PSF) WIND LOAD (PSF) <br /> SPAN or�cHES� 18" 24" 30" 36" 48" 54" 18" 24" 30" 36" 48" 54" <br /> 29 Gau e 199 112 71 49 28 22 211 118 76 S2 29 23 <br /> 26 Gauge 268 150 96 67 37 29 276 i 55 99 69 38 30 <br /> NOTES: <br /> 7.Theoretical allowable loads are based on section properties and allowables calculated in accordance with 2001 AI51 Specifications. <br /> 2.Theoretical allowable loads are based on three or mo�e uniform spans. <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 alI loads imposed on the panel. <br /> 5.Check local building codes if panel testing is required. <br /> `� ___._._______ <br />