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INDIAN RIVER COUNTY JULY 25, 2014 <br />INTERGENERATIONAL RECREATION CENTER 100% CONSTRUCTION DOCUMENTS <br />E. Demand Critical Welds: Those welds, the failure of which would result in significant degradation <br />of the strength and stiffness of the Seismic -Load -Resisting System and which are indicated as <br />"Demand Critical" or "Seismic Critical" on Drawings. <br />1.4 PERFORMANCE REQUIREMENTS <br />A. Connections: Provide details of simple shear connections required by the Contract Documents <br />to be selected or completed by structural -steel fabricator, including comprehensive engineering <br />design by a qualified professional engineer, to withstand loads indicated and comply with other <br />information and restrictions indicated. <br />1. Select and complete connections using schematic details indicated and AISC 360. <br />2. Use ASD; data are given at service -load level. <br />B. Moment Connections: Type PR, partially restrained. <br />C. Construction: Combined system of moment frame, braced frame, and shear walls. <br />1.5 SUBMITTALS <br />A. Product Data: For each type of product indicated. <br />B. Shop Drawings: Show fabrication of structural -steel components. <br />1. Include details of cuts, connections, splices, camber, holes, and other pertinent data. <br />2. Include embedment drawings. <br />3. Indicate welds by standard AWS symbols, distinguishing between shop and field welds, <br />and show size, length, and type of each weld. Show backing bars that are to be removed <br />and supplemental fillet welds where backing bars are to remain. <br />4. Indicate type, size, and length of bolts, distinguishing between shop and field bolts. <br />Identify pretensioned and slip -critical high-strength bolted connections. <br />5. Identify members and connections of the seismic -load -resisting system. <br />6. Indicate locations and dimensions of protected zones. <br />7. Identify demand critical welds. <br />8. For structural -steel connections indicated to comply with design loads, include structural <br />design data signed and sealed by the qualified professional engineer responsible for their <br />preparation. <br />C. Qualification Data: For qualified Installer, fabricator, professional engineer, testing agency. <br />D. Welding certificates. <br />E. Paint Compatibility Certificates: From manufacturers of topcoats applied over shop primers, <br />certifying that shop primers are compatible with topcoats. <br />F. Mill test reports for structural steel, including chemical and physical properties. <br />G. Product Test Reports: For the following: <br />1. Bolts, nuts, and washers including mechanical properties and chemical analysis. <br />2. Direct -tension indicators. <br />3. Tension -control, high-strength bolt -nut -washer assemblies. <br />4. Shear stud connectors. <br />STRUCTURAL STEEL FRAMING 051200 - 2 <br />