Design For Deconstruction - US Environmental Protection Agency
Design For Deconstruction - US Environmental Protection Agency
Design For Deconstruction - US Environmental Protection Agency
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OVERVIEW DESIGN FOR DISASSEMBLY<br />
38<br />
One of the major challenges with recovering wood<br />
framing in California is the extensive nailing and hardware<br />
required to meet seismic requirements. Plywood shear<br />
panels are typically nailed to the entire exterior of a wood<br />
frame building, with 10d edge nailing at 4”-6” o.c. This<br />
heavy level of fasteners will be a major challenge to future<br />
deconstruction. We analyzed the number of fasteners with<br />
plywood turned horizontal rather than vertical, and with<br />
24” o.c. framing rather than 16” o.c., but the differences<br />
are fairly modest. The detailing of wood frame walls in<br />
seismic zones for deconstruction warrants further investigation<br />
and probably needs a technology breakthrough. The<br />
development of improved machinery to assist with deconstruction<br />
is essential. To reduce the hand labor associated<br />
with removing siding or shear panels from studs, heavy<br />
hydraulic machinery that can pull a stud off in one operation<br />
would be a major step forward (see figure 5.5).<br />
Figure 5.5 Plywood Nailing