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ESR-1953P I Most Wide/yAccepted and Tmsted <br />5.5 Patio covers, carports and commercial structures <br />installed in geographical areas cited in Section 26.8.1 <br />of ASCE 7-10 for the 2012 IBC/IRC (Section 6.5.7.1 <br />of ASCE 7-05 for the 2009 and 2006 IBC/IRC) are <br />outside the scope of this report. <br />5.6 Effects of sliding snow described in Section 7.9 of <br />ASCE 7 (-10 for the 2012 IBC/IRC, -05 for the 2009 <br />and 2006 IBC/IRC) are outside the scope of this <br />report. <br />5.7 The minimum live load for patio covers must be 10 psf <br />(47.88 Pa). The minimum live load for carports and <br />commercial structures must be 20 psf (95.76 Pa). <br />5.8 For attached patio cover structures, the mean roof <br />height of the structure to which the patio cover is <br />attached must not exceed 30 feet (9.1 m). <br />5.9 For attached units, the loads that are to be resisted by <br />the structures to which the patios, carports and <br />commercial structures are attached, as applicable, <br />are provided in the accompanying plans. The <br />adequacy of the structures that support the additional <br />Page 2 of 4 <br />loading from the attached units must be justified, by a <br />registered design professional, when required by the <br />jurisdiction where the project is located, and the <br />justification is subject to the approval of the code <br />official. <br />5.10 Plans, details and specifications concerning proper <br />installation of the patio cover, that are applicable to <br />the specific building under consideration, must be part <br />of the construction documents submitted to the <br />building official for approval. <br />6.0 EVIDENCE SUBMITTED <br />Data in accordance with the ICC-ES Acceptance Criteria <br />for Patio Covers (AC340), dated June 2012 (editorially <br />revised August 2013). <br />7.0 IDENTIFICATION <br />Each structure bears a permanent decal or identifying tag <br />stating allowable roof live/snow load, design wind speed <br />and exposure, name of manufacturer, and the ICC-ES <br />evaluation report number (ESR-1953P). <br />TABLE 1-METALS BUILDING PRODUCTS: ENGINEERING PLANS (Dated February 24, 2014) <br />FOR PATIO COVERS, CARPORTS, AND COMMERCIAL STRUCTURES (For the 2012 IBC/IRC) <br />DRAWING PAGES <br />1 <br />MUSAGN01.DWG 1 <br />MUSAGNOlb.DWG 1 <br />LAT01.DWG 1 <br />SECTION DESCRIPTION <br />Table of Contents <br />General Notes and Tributary Width Diagram <br />General Notes and Professional Engineering Stamps <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 />4 <br />8 <br />4 <br />MUSAOla.DWG 1 <br />MUSAOlb.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 Normal 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 />Structural Configurations (with References to Construction Details) <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, Carport and Commercial Structures <br />28 Solid Covers 5.0 Post Spacings for Patio and Commercial Covers in 115 MPH Wind Areas <br />28 Solid Covers 6.0 Post Spadngs for Patio and Commercial Covers in High MPH Wind Areas <br />Miscla and Misclb 2 7.0 Miscellaneous Details <br />Misc2 1 7.0 Fan Beam Details <br />Misc3 1 7.0 Post and Fastener Requirements for all Structures <br />Mis 1 7.0 Concrete Footing Options <br />Misc5 2 <br />Misc6 1 <br />Misc7 1 <br />7.0 Requirements for Single Span Attached Lattice Structures with Surface Mounted Posts on <br />Concrete Slabs or Footings <br />7.0 Forces on Existing Structures <br />7.0 Structural Properties of Beams, Fascia, Panels and Rafters For use by Design Professionals <br />Misc8 1 7.0 Concrete Slab Requirements for Constrained Footings