Abstract: A plastic window frame trim is for installation of a window in a corrugated metal building wall having a cut opening with a top edge, bottom edge, and side edges, each of the edges being backed by framing members, the window having an accessory groove. The window frame trim includes: a frame header J-channel with a flange; a frame footer J-channel with a flange; a pair of nailing fins; and fasteners. The trim header J-channel, footer J-channel, and nailing fins are attached to the window at the accessory groove on the window frame. The window frame is lifted so frame header J-channel flange slides between the top edge of the metal building wall and a framing member at the top of the cut opening. The window is lowered so footer J-channel flange slides between the bottom edge of the metal building wall and a framing member at the bottom of the cut opening so that window frame rest on the window sill. Fasteners attach the window frame to the framing members through the metal building wall.

Abstract: A plastic window frame trim is for installation of a window in a corrugated metal building wall having a cut opening with a top edge, bottom edge, and side edges, each of the edges being backed by framing members. The window frame trim includes: a frame header J-channel with a flange; a frame footer J-channel with a flange; a pair of nailing fins; and fasteners. The trim header J-channel, footer J-channel, and nailing fins are attached to the window frame. The window frame is lifted so frame header J-channel flange slides between the top edge of the metal building wall and a framing member at the top of the cut opening. The window is lowered so footer J-channel flange slides between the bottom edge of the metal building wall and a framing member at the bottom of the cut opening so that window frame rest on the window sill. Fasteners attach the window frame to the framing members through the metal building wall. Trim caps snap over the nailing fins to finish the trimmed window.

Abstract: A prefabricated shearwall including a central diaphragm having a height generally defined by top and bottom edges, and a width generally defined by a pair of end sections. The diaphragm further includes at least one corrugation extending in the height direction at least partially between the top and bottom edges. The corrugation increases the ductility and ability of the shearwall to withstand lateral forces such as those generated in earthquakes, high winds, floods and snow loads.

Abstract: An internal shear panel for reducing the tendency of the upper portions of buildings to move relative to the foundation when lateral forces, such as those produced by winds and earthquakes, are applied to the walls. The shear panel is pre-assembled having two vertical posts and two diaphragm members interconnecting the two vertical posts. The panel also has an upper and a lower horizontal member that are connected to the vertical posts and the diaphragm members. The lower horizontal member and the vertical posts are configured to be attached via brackets to holdown bolts mounted in the foundation of a building and the upper horizontal member is configured to be attached to an upper plate or rail of the wall. Hence, the shear panel can be installed by connecting the upper horizontal member to the upper portion of the wall and connecting the lower horizontal member to the holdown bolts in the foundation.