Abstract: A construction connector designed to fit column framework members to rapidly construct multi-story buildings is disclosed. In a preferred embodiment, the connector has an elongated main body with two holes at each end. A leveling plate attaches transversely to the body. An angle support member having two ten-gauge steel arms is welded to the bottom portion of the connector. A process for building the multi-story framework is also disclosed. The resulting structure has greatly improved resistance to uplift forces and seismic effects.

Abstract: A framing assembly system for steel building that substantially reduces assembly time while maintaining excellent strength and mechanical integrity and has vastly improved resistance to uplift forces. Foundation assemblies or anchor structures are first precisely located before concrete is poured to form the foundation, encasing the anchor structures within the foundation. Columns may then be attached to the anchor structures without the need for readjusting the location of the columns. The rest of the building framework is subsequently attached to the columns. The resulting structure is highly resistant to uplift forces and seismic effects while being much faster and simpler to assemble than previous structures. Cracking of the concrete foundation prior to the complete curing of the concrete is also reduced.

Abstract: A construction connector designed to fit column framework members to rapidly construct multi-story buildings is disclosed. In a preferred embodiment, the connector has an elongated main body with two holes at each end. A leveling plate attaches transversely to the body. An angle support member having two ten-gauge steel arms is welded to the bottom portion of the connector. A process for building the multi-story framework is also disclosed. The resulting structure has greatly improved resistance to uplift forces and seismic effects.

Abstract: Frames can be fashioned from metal bent at right angles to accommodate standard window or door. For example, an 8-¾? flat strip metal, having at least three right angle breaks, forms a buck. Alternatively, a slip-over buck has a first pair of walls substantially parallel to one another which are used to affix the buck to the structure. A second pair of walls substantially parallel to the first two walls rises above the first pair of walls. The second pair of walls is joined at the tops with a perpendicular wall. This perpendicular wall is used as the frame mount. The window or door is attached to the buck as per the manufacturer's specifications. The buck provides the builder with the ability to frame an exact margin for a window or door, improves finishing interior and exterior facades, and provides a better seal against water infiltration and drafts.

Abstract: A framing assembly system for steel building that substantially reduces assembly time while maintaining excellent strength and mechanical integrity. In fabricating this type of building, foundation assemblies are first placed in concrete footings at a precise location in both the horizontal and vertical planes. Once the concrete has cured, columns are placed over the foundation assembly and bolted into place using pre-drilled holes in the columns and foundation assembly, thereby eliminating the difficult task of holding the columns erect while at the same time trying to precisely position the column in the horizontal and vertical planes. Trusses are connected to the top of the columns by means of bolts passes through pre-drilled holes.

Abstract: A flavor delivery system, e.g. oral tobacco substitute comprising a cellulosic plant material dried to 8% or less moisture and having at least 30% cell walls intact, coffee or caffeine extract, non-tobacco flavoring, humectant, minor amount of sweetening agent and optional tobacco flavoring. The compositions can be used as prepared or placed in heat sealable paper pouches.

Abstract: A framing assembly system for steel building that substantially reduces assembly time while maintaining excellent strength and mechanical integrity. In fabricating this type of building, foundation assemblies are first placed in concrete footings at a precise location in both the horizontal and vertical planes. Once the concrete has cured, columns are placed over the foundation assembly and bolted into place using pre-drilled holes in the columns and foundation assembly, thereby eliminating the difficult task of holding the columns erect while at the same time trying to precisely position the column in the horizontal and vertical planes. Trusses are connected to the top of the columns by means of bolts passes through pre-drilled holes.