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ESR-1953P I Most Widely Accepted and Trusted Page 4 of 4 <br />TABLE 3-METALS BUILDING PRODUCTS: ENGINEERING PLANS (Dated May 30, 2010) <br />FOR PATIO COVERS, CARPORTS, AND COMMERCIAL STRUCTURES (For the 2006 IBC/IRC) <br />DRAWING PAGES <br />1 <br />1 <br />MUSAGN01.DWG 1 <br />LAT01.DWG 1 <br />SECTION DESCRIPTION <br />Table of Contents <br />Professional Engineering Stamps <br />General Notes and Tributary Width Diagrams <br />Lattice Cover Components and Connection Details <br />Structural Configurations <br />LAT02.DWG <br />LAT03.DWG <br />LAT04.DWG <br />LAT05.DWG <br />4 ' Components and Connection Details <br />2 <br />4 <br />4 <br />MUSA01.DWG 1 <br />Lattice 1.0 Rafter Spans for Commercial and Patio Structures <br />Lattice 2.0 Post Spacings for Lattice Patio and Commercial Covers <br />Using Aluminum and Steel Headers in 90 MPH Wind Areas <br />Lattice 3.0 Post Spacings for Lattice Patio and Commercial Covers <br />Using Aluminum and Steel Headers in High MPH Wind Areas <br />Solid Cover Components and Connection Details <br />Structural Configurations <br />MUSA02.DWG <br />MUSA03.DWG <br />MUSA04.DWG <br />MUSA05.DWG <br />MUSA06.DWG 9 <br />MUSA07.DWG <br />MUSA08.DWG <br />MUSA09.DWG <br />MUSA10.DWG <br />Components and Connection Details <br />6 Solid Covers 4.0 Panel Spans for Patio and Commercial Structures <br />20 Post Spacings for Patio and Commercial Covers in 90 MPH Wind Areas <br />20 Post Spacings for Patio and Commercial Covers in High MPH Wind Areas <br />Ml.DWG 1 7.0 Miscellaneous Details <br />M2 1 7.0 Post and Fastener Requirements for All Structures <br />M3 1 7.0 Concrete Footing Options <br />M4 1 <br />M5 1 <br />M6 1 <br />7.0 Requirements for Lattice Structures with Surface Mounted Posts on Concrete <br />Slabs or Footing <br />7.0 Loads on Existing Building Supporting Attached Patio Cover Structure <br />7.0 Structural Properties of Beams, Fascia, Panels and Rafters for Use by <br />Design Professionals