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Veco Design Studio <br />June 3, 2024 <br />Project 10112-04 <br />Page 10 <br /> <br /> (Notes: <br /> <br />• The allowable bearing capacity may be increased by 300 lb/ft2 for each <br />additional foot increase in depth and by 300 lb/ft2 for each additional foot <br />increase in width, to a maximum value of 3,000 lb/ft2; <br /> <br />• These values may be increased by one-third in the case of short-duration <br />loads, such as induced by wind or seismic forces; <br /> <br />• Planter areas should not be sited adjacent to walls. In case planter areas are <br />sited next to the walls the footings should be deepened by additional six <br />inches; <br /> <br />• Footing excavations should be observed by the Geotechnical Engineer to <br />verify the footings are excavated in the competent soils and are in one type <br />of soils; <br /> <br />• Footing excavations should be kept moist prior to the concrete pour; <br /> <br />• It should be insured that the embedment depths do not become reduced or <br />adversely affected by erosion, softening, planting, digging, etc.). <br /> <br />5.4.3 Settlements <br /> <br />The potential total and differential settlement are anticipated to be less <br />than 1 inch and ¾ inches in 40 horizontal feet, respectively. Additional <br />settlement during an earthquake event should be anticipated. However, <br />due the relatively small footprint of the ADU, the differential settlement is <br />not anticipated be significant. <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />