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SHALLOW FOOTINGS WITH INTERIOR SLAB-ON-GRADE
<br /> -- Typical Framing
<br /> Compacted Impervious Soil • •i•
<br /> (12 inch minimum) •,•,•,• Floor Slab
<br /> or Pavement •,•,•,•
<br /> (2inchminimum) •,•,.,. •,•,•,•,•,•,•,•,•,•,•,•,•,•,•,•,•,•
<br /> . . . . . . . . . . . . . . . . .
<br /> .i.i.,. .,',',•,',',',',',',',',',',',',' Vapor Barrier
<br /> Slope to drain away r +'
<br /> from structure. 1.1•, :,.�ti ti•• ;:r:, : :�;: •:r:::'~'•:�:':'ti;:'•'s•..
<br /> A`:g`.; , , , :•' Coarse Gravel Capillary Break
<br /> -{•i• •,•, ,• • � '•:••• .'• (6 inch minimum typically clear crushed)
<br /> i, }:
<br /> Suitable Soil
<br /> Free Draining Sand
<br /> and Gravel Fill
<br /> Approved Non-woven ;}:;:. •r•'�r ',',',',',',',',','
<br /> Geotextile Filter Fabric ' ' 7 ' ! + + + + + + + + +
<br /> (18 inch minimum fabric lap) r ' + + + + +
<br /> A• •�. • • • • • • • Suitable Soil
<br /> / / / / /
<br /> Drainage Material
<br /> (Drain Rock or Clear
<br /> Crushed Rock w/no fines) Appropriate Waterproofing
<br /> Applied to Exterior of Wall
<br /> Four Inch Diameter,Perforated, Rigid PVC Pipe
<br /> (Perforations oriented down,wrapped in non-woven
<br /> geotextile filter fabric,directed to suitable discharge)
<br /> Notes:
<br /> Footings Should be properly buried for frost protection in accordance with
<br /> International Building Code or local building codes
<br /> (Typically 18 inches below exterior finished grades)
<br /> Date: 04-06-17 By: GDB Scale: None Project
<br /> GEOTEST SERVICES, INC. TYPICAL FOOTING & WALL DRAIN SECTION 17-0186
<br /> 741 Marine Drive
<br /> Bellingham, WA 98225 PROPOSED AD SYSTEMS EXPANSION Figure
<br /> phone: (360)733-7318 2201 100TH STREET SW
<br /> fax: (360)733-7418 EVERETT, WASHINGTON
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