Abstract: System, device and method for providing screened protection to gutters from clogging debris. Protection is provided by using a panel that includes rain siphoning louvered technology. The louvers may be covered by a filter or screen. If the openings of the louvers are closed to a certain degree, a screen may be dispensed with. The panel is sloped such that debris rolls off a surface of the panel. Additionally, the louvered portion may be domed. The panel ends on one side in a locking mechanism that locks to an outer lip of the gutter and on the other side in a corrugated edge that fits under the overhang of the roof such that it need not be inserted under the shingles.

Abstract: System, device and method for providing screened protection to gutters from clogging debris. Protection is provided by using a panel that includes rain siphoning louvered technology. The louvers may be covered by a filter or screen. If the openings of the louvers are closed to a certain degree, a screen may be dispensed with. The panel is sloped such that debris rolls off a surface of the panel. Additionally, the louvered portion may be domed. The panel ends on one side in a locking mechanism that locks to an outer lip of the gutter and on the other side in a corrugated edge that fits under the overhang of the roof such that it need not be inserted under the shingles.

Abstract: A hanger bracket for a rainwater deflector in a gutter system comprises channels for holding heater cables, flanges and ribs to strengthen the bracket against bending, and a ledge that captures and holds the lip of a gutter without fasteners. Tabs on one side of the bracket engage a panel of the rainwater deflector, while a mounting hole on the other side of the bracket enables the bracket to be mounted to the fascia after the panel is affixed.

Abstract: A method is provided for waterproofing a foundation in which a minimal amount of debris is generated. The method provides for selecting a first limited area of excavation of a floor along a wall. A tunnel is dug laterally below the floor to a location remote from the area of excavation for receiving a drainage pipe underneath the floor. A narrow channel is further excavated within the floor along the wall for receiving accumulated moisture leaking in from the wall. The channel directs and drains the moisture towards the excavated area in the floor and the drainage tunnel. With the limited amount of excavation provided by this method, the amount of concrete to be removed is substantially reduced.