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Design For Deconstruction - US Environmental Protection Agency

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OVERVIEW DESIGN FOR DISASSEMBLY<br />

40<br />

The 600 s.f. classrooms are 20’ x 30’ in dimension,<br />

and the structural framing would typically span the short<br />

direction. As noted above, however, there was a desire to<br />

keep the walls between classrooms non-structural so the<br />

classroom layout could be changed in the future. To span<br />

the 30’ dimension would require either trusses to span<br />

the full length, or roof joists with a beam at the midpoint<br />

to reduce the span. The trusses can be designed to carry<br />

much higher loads, with fewer members and connections,<br />

so these were selected as the framing (see figure 5.8). With<br />

24” o.c. wall framing, the roof framing is required to align<br />

with the studs since the top plates span too far to transfer<br />

the truss loads to the studs. This works well with the<br />

modular design of the school, and the trusses were spaced<br />

at 48” o.c.<br />

Figure 5.8<br />

The uplift forces on a roof can be quite large, so metal<br />

straps or hurricane clips are used to tie the roof structure<br />

to the walls. With fewer, larger members, in this case it<br />

required a 24 inch long strap secured with two lag bolts<br />

and 24-10d nails. This hardware again produces a very<br />

strong connection, but one that is difficult to disassemble.<br />

By working with the truss manufacturer, this connection<br />

was simplified to use two through bolts and a much smaller<br />

8” strap to connect the top plates to the studs.

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