Design Considerations<\/strong><\/h4>\n\n\n\nGlazed systems require special glass design considerations. Designers and architects must orchestrate the use of such industry and regulatory standards and guidelines, as ASTM E1300-16, \u201c<\/strong>Standard Practice for Determining Load Resistance of Glass in Buildings,\u201d ASCE\/SEI 7, \u201c<\/strong>Minimum Design Loads for Buildings and Other Structures,\u201d and others, as well as the IBC and International Residential Code (IRC).<\/p>\n\n\n\nGlazed systems of skylights often require special glass design considerations when designing for things like structure, thermal design and control of solar heat gain. Designers and architects must orchestrate the use of industry and regulatory standards and guidelines. Photos: FGIA<\/figcaption><\/figure><\/div>\n\n\n\nOnce the 2021 edition of the IBC is adopted, new code language in IBC Section 2405.1, 2405.3 will clarify that screens are not required below skylights and sloped glazing when 30-mil interlayer laminated glass is used. The use of 30 mil-laminated glass in skylights improves daylighting, aesthetics, and helps protect building occupants, along with eliminating the need for screens.<\/p>\n\n\n\n
Other design considerations are outlined below.<\/p>\n\n\n\n
Strength<\/strong><\/h4>\n\n\n\nAt base, the selection of glass for skylights and sloped glazing begins with the use of ASTM E1300, which uses a failure prediction model with the glass strength based on weathered glass. This takes into account a rational reduction in glass strength from initial production to in-service use. The procedure determines if the proposed glass type (annealed, heat-strengthened, fully tempered or laminated) will meet the specified load, allowing it to be determined whether to consider either a thinner or thicker glass.<\/p>\n\n\n\n
A skylight is an integral part of the building envelope, controlling the movement of moisture and air. Photos: FGIA<\/figcaption><\/figure><\/div>\n\n\n\nASTM E1300 supplies load resistance charts for a glass probability of breakage of eight per 1000, as this is considered practical and reasonable for most glass applications. The designer should aim for a low probability of breakage, but if breakage does occur, the consequences must be acceptable.<\/p>\n\n\n\n
ASCE\/SEI 7 lists formulas for calculating the equivalent combined pressure due to a combination of dead, wind, snow and other loads, as does Chapter 24 of the IBC. For common shapes of buildings, background guidance on design wind velocities may be found in ASCE\/SEI 7 \u2014 with a caveat: buildings of unusual shape or geometry may render that standard inadequate for defining loads on sloped glazing and skylights.<\/strong><\/p>\n\n\n\nLoad Duration<\/strong><\/h4>\n\n\n\nThe strength of glass is a function of load duration. Long duration loads, or any load lasting approximately 30 days, such as snow loads, must be treated differently than short duration loads, defined as any load lasting three seconds or less, such as wind loads.<\/p>\n\n\n\n
Surface Damage<\/strong><\/h4>\n\n\n\nMechanical damage to the surface of glass, as opposed to weathering, can cause a significant reduction in glass strength.<\/p>\n\n\n\n
Thermal stress happens where there is a mix of heavy sunlight and shade. Glass must accommodate these changes. Photo: CrystaLite<\/figcaption><\/figure><\/div>\n\n\n\nFlat glass surfaces inherently have numerous, randomly occurring, microscopic flaws, resulting in widely varying strengths among otherwise identical lites. (A lite is a pane of glass or an insulating glass unit used in a window, door, tubular daylighting device, roof window, secondary storm product or unit skylight.)<\/p>\n\n\n\n
So, the strength of glass exposed to transient and static loads must be analyzed on a statistical basis. This may be expressed in various ways, one of which is the coefficient of variation, a measure of the distribution of the glass strength for a large number of lites. It is influenced by the degree of heat treatment of the glass, being highest (0.25) for annealed and lowest for fully tempered glass (0.10) due to surface compression of the latter. This minimizes the tendency of surface flaws to propagate under load and cause glass breakage.<\/em><\/p>\n\n\n\nImpact From Wind-Borne Items<\/strong><\/h4>\n\n\n\nLimiting deflection of the frame is important. Care should be taken not to bow or distort the frame due to over-compaction of insulation. Photos: FGIA<\/figcaption><\/figure><\/div>\n\n\n\nThe ability of fenestration of all types to resist such impacts is especially important in areas where high wind events, such as hurricanes, regularly occur. Building codes or other regulations in these areas frequently require that fenestration products either be rated as impact-resistant or be protected by impact-resistant devices. Resistance to hail impact \u2014 especially applicable to skylights \u2014 is a special case of impact resistance. Here, FM 4431, \u201cApproval Standard for Skylights,\u201d is often the governing standard.<\/p>\n\n\n\n