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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

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