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SHALLOW FOOTINGS WITH INTERIOR SLAB-ON-GRADE
<br /> -- - Typical Framing
<br /> Compacted Impervious Soil •1
<br /> (12 inch minimum) •i• •,• Floor Slab
<br /> or Pavement ',•,•,• , , , , , , 11111 , , , , ,
<br /> (2 inch minimum) •,•,•i• .,.a.i.,.,.,.+.,.,.+.,. ,. ,.
<br /> . . . . . . . . . . . . . . . . .
<br /> .1.7.1' .1.1.1.1.1.+.1.a.1.1'1.1.1.a.1'1. Vapor Barrier
<br /> Slope to drain away r ','I.,' :: ,t : r• r �r�.;�. :;t; �;.r•
<br /> from structure. .i. �. {,.,,.,.�.•...;.•,.•,,•,...•.. {;:,:•,::,,:: ti.
<br /> Coarse Gravel Capillary Break
<br /> ,',',' • ••`'• :'•••'•••`•••`•' (6 inch minimum typically clear crushed)
<br /> Suitable Soil
<br /> Free Draining Sand
<br /> and Gravel Fill
<br /> Approved Non-woven
<br /> Geotextile Filter Fabric + + a + a a
<br /> (18 inch minimum fabric lap)
<br /> • / Suitable Soil
<br /> Drainage Material
<br /> (Drain Rock or Clear
<br /> Crushed Rock wino 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 /> The footing drain will need to be modified from this typical drawing to fit the
<br /> dimensions of the planned monolithic footing and slab configuration
<br /> Date: 7/17/2019 By: BPM Scale: NTS Project
<br /> GEOTEST SERVICES, INC. TYPICAL FOOTING & WALL DRAIN SECTION ! 19-0384
<br /> 741 Marine Drive
<br /> Bellingham, WA 98225 ANDERSON RESIDENCE Figure
<br /> phone: (360)733-7318 1528 GRAND AVENUE
<br /> fax. (360)733-7418 EVERETT, WASHINGTON
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