The panels are then fastened through the skins into the interconnecting
splines. It is not necessary that the splines be single pieces the full
length or height of the panel. It is acceptable with longer panels
to use two or more splines to complete the length required, though as a rule,
the longer the individual splines the better.
At the floor perimeter, 2X dimensional lumber is installed according to
the thickness of the panel. The thickness of the panel is typically
the same as dimensional lumber widths for compatibility. The floor panels
are manufactured to accept these dimensional lumber members by recessing the
EPS foam core to the depth required.
Perimeter rim boards are installed and fastened flush to floor edges so as
to cause proper surfaces for other work and materials. No joints are
in perimeter rim boards within six (6) feet of corners in either direction
or within one (1) foot of panel joints in either direction. Adjacent
panel edges are flush, level and flat to create proper surfaces.
Wall panels are attached one to the other using the spline connection.
Wall panel corners are cut where one corner panel is cut back to accept the
other. Only the interior skin of the corner panel is cut back, the
exterior skin laps past the full depth of the other corner panel. The
dimension of the corner cut is determined by the actual thickness of the
panels. Corner boards are fastened onto the panel which has been cut
back and provides the method by which the other corner panel is attached.
The EPS is cut back appropriately to accept these corner boards.
The wall corner boards shall run the full height of the wall panels less the combined depth dimensions of the base and top plates. It may be described that the corner boards are the same length as the EPS of the corner panels in which they terminate, with the wall panel’s EPS cut to accept both the base and top plates. A corner board should be bevel cut at the top to match the pitch of a gable wall panel existing at a corner.
Wall top plates are installed after the walls are erected. 2X dimensional
lumber is used for wall top plates and sit flat on the wall panels.
The EPS is recessed to receive the top plates. Eve walls accept pitched
roof panels and beveled top plates according to the thickness the wall panels.
Where bearing members from above must be supported by a post, it is appropriate
to place posts within wall panels. The EPS is cut back to accept the
dimension of the post. Generally, if the post is to be placed at a
panel joint, each panel accepts half the post. A connection where adjacent
panels are attached to a common post will substitute for a spline connection.
Panel openings are prepared by cutting through the full thickness of the
panel. With the panel section removed, the EPS is recessed from the
opening cut to accept a dimensional lumber wrap. 2X material is typical
of sills and jambs, 4X or larger material may be required at the header depending
on the width and location of the opening. The dimensional lumber faces
align with cut panel skins. It is acceptable for an opening to span
through a spline connection though it should not begin or end within six
inches of a panel joint with a spline connection.
An opening may exist immediately next to a post within the wall with the
jamb nailed directly to the post, providing the header proper support.
The splines connection is, again, typical for roof panels. Where roof
panels span from a beam or load bearing wall, they are through-fastened into
that member and to the wall top plate. Roof panels may be manufactured
at an approximate length to extend beyond the exterior walls creating a roof
overhang of a specified dimension. Just as the floor panel system, the
roof panel system shall have a rim board installed at the full perimeter,
with the EPS cut to receive the 2X material. This 2X dimensional lumber
will act as the sub-facia to which a final facia will be attached. Roof
panel cuts may include plumb cuts at ridges, where two opposing roof lines
may meet flush, plumb roof overhang cuts at eaves, prow cuts, skylight openings,
among others.
Mechanical chases may be provided similarly according to project requirements.
The chases are located according to codes.