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STRUCTURAL GLASS FACADES - USC School of Architecture

STRUCTURAL GLASS FACADES - USC School of Architecture

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Design issues: These systems must be carefully designed to accommodate building<br />

movements, and to provide pressure equalization to the system to prevent water and air<br />

infiltration.<br />

Glass System Interface: The glass is continuously supported on the frame.<br />

Glass Type: There are no limitations to the glass type used except those imposed by code<br />

requirements.<br />

Resources and Technology<br />

Materials and Processes: Extrusions are ordered pre-finished. There is general parity<br />

between framed systems with respect to glass and panel materials.<br />

Material Suppliers and Subcontractors: There are storefront and curtain wall subcontractors<br />

experienced in the use <strong>of</strong> stick systems operating locally, regionally and nationally.<br />

Durability and Maintenance: This is a function <strong>of</strong> two things; good design to keep water out<br />

<strong>of</strong> the system, and a top quality finish to the extrusions.<br />

Structural Performance<br />

Spanning capacity: The systems are generally designed to span between floor plates.<br />

Typical deflection criteria: Primarily a function <strong>of</strong> the glass type used; insulated glass units<br />

will have a deflection limit specified by the glass supplier. This is typically not a problem as<br />

the glass is fully perimeter supported.<br />

Accommodation <strong>of</strong> movement: The systems must be designed to handle vertical, in-plane<br />

lateral, and out-<strong>of</strong>-plane lateral loads as determined by engineering analysis <strong>of</strong> the building<br />

and accounting for all dead and live load conditions.<br />

264

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