X hits on this document

1380 views

0 shares

0 downloads

0 comments

266 / 324

Tract A ofthe Villa Alegre Development

one-third for short-term loads due to wind and earthquakes. If it is not feasible to implement the site grading, drainage, and landscaping recommendations presented herein, an alternate foundation system may be required. This office should be contacted for additional recommendations.

The base of exterior footings should be embedded a minimum of twenty-four

inches below lowest adjacent grade. embedded a minimum of twelve inches

The base of interior footings should be below finish pad grade. Spread and strip

footings should be a minimum of twenty-four and eighteen inches respectively. However, local building codes may require greater dimensions. to Section R403.l.1 of the 2006 International Building Code.

wide, Refer

Lateral foundation loads will be resisted by a combination of passive soil pressure against the sides of footings and friction along the base. A passive soil

resistance

of 300

resistance

may be

of friction

ofOAO.

pounds per cubic foot may be utilized for design. determined by multiplying foundation dead load by a

Frictional coefficient

The site soils should be overexcavated as necessary to allow placement of a minimum of three feet of stmctural fill on all building pads. Stmctural fill should extend a minimum of five feet laterally beyond the building perimeter. Prior to fill placement and following footing excavation, the natural soils should be scarified to a depth of eight inches and moistened to near optimum moisture content (+3%). The exposed soils should then be compacted to a minimum of 95% of maximum

V & A Project No.: 09-1-101

6

Document info
Document views1380
Page views1380
Page last viewedThu Jan 19 07:39:24 UTC 2017
Pages324
Paragraphs11037
Words86316

Comments