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wood design focus v. 23, n. 2 9 garrett h. lyman, and donald a. bender, ph.d., p.e., j. daniel dolan, ph.d., p.e. seismic load determination for residential decks introduction building. steps 11 and 12 describe how we determined both the 2009 international residential code (irc) sec-tion r502.2.1 (icc 2009b) and the 2009 international
decks are assumed to be similar to open-front structures defined in american wood council (awc) special design provisions for wind and seismic (sdpws). decks covered in dca 6 are assumed to be diaphragms that cantilever from the house and are limited to a deck length-to-width ratio of 1:1.
awc’s dca6 prescriptive residential wood deck construction guide presents information for common deck details and a commentary covering important considerations for alternate designs. while the guide is helpful, please note that it is limited in scope to single level residential decks and does not address wind or seismic design.
seismic design of wood light-frame structural diaphragm systems: a guide for practicing engineers 2 figure 1-2. single-family residential wood light-frame construction. commercial and light-industrial buildings constructed entirely of wood light-frame construction often have a large plan area and are primarily of single-story construction.
bcd303-a residential wood deck design (awc) special design provisions for wind and seismic (sdpws). decks covered in dca 6 are assumed to be diaphragms that cantilever from the house and are limited to a deck length-to-width ratio of 1:1. larger aspect ratios may be