ADU Construction in Calabasas for Sloped Lots

Calabasas ADUs prepared for city plan review on sloped lots: footing distance from slope faces, piers where a unit sits close, ember-resistant materials.

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Footings near a slope face draw the Calabasas plan reviewer's attention first when an ADU set arrives for a lot with grade. Code ties the required distance from a descending slope to that slope's height, and a unit near the toe of a rising slope needs clearance as well. We submit a soils report and a section drawn through the slope with the first set, so the reviewer can check those distances directly.

Piers when the unit sits close

When the lot cannot give the unit enough distance from a slope face, the footings go deeper or become drilled piers, so the load reaches soil well inside the slope. Grade beams tie the piers together under the walls. The geotechnical engineer sets pier depth from borings, and the structural engineer designs the beams. On the downhill side, a retaining wall may hold the pad, with a drain behind it. We stake the footprint on the lot and confirm the distances with a tape before any digging starts, because a small shift can change the foundation type.

Ember details the reviewer reads

Calabasas parcels inside a mapped fire hazard severity zone bring the code's wildland ember provisions to a new unit. On the drawings, that means a Class A roof covering, vents that resist ember entry, multipane windows with a tempered layer, and noncombustible or ignition-resistant siding and soffits. The reviewer checks each item on the wall sections and the product list. During inspections, the labels on installed products have to match that list, so we keep the specifications on site for the inspector to compare.

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