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Figure 2: <br />FLOATING SLAB ON GRADE INSULATION DETAILS <br /> <br />FLOATING SUNB <br /> <br />PRESSURE -. % <br />TREATED <br />MUDSILL <br /> <br />STEM WALL <br /> <br />ON GRADE W/INTERIOR PERIMETER INSULATION <br /> <br /> SILL SEAL AND <br /> CAPILLARY BREAK <br /> <br />//- P,T. NAILER CONCRETE SLAB <br /> SLAB BASE (SAND) <br /> -'-' - R- 15 R~GIB <br /> iNSULATION <br /> <br />FLOATING SLAB <br /> <br />PRESSURE -. <br />TREATED ~x <br />MUDSILL <br /> <br />FLASHING --. ~ <br /> <br />PROTECTION --N~ <br />BOARD X <br />R-15 <br />INSULATION <br /> <br /> BARRIER <br /> <br />~'-GRAVEL BASE <br /> COMPACTED EARTH <br /> <br />THE INSULATION SHALL EXTEND <br />DOWNWARD FROM THE TOP OF <br />THE SLAB FOR A MINIMUM <br />DtSTANCE OF 24", OR DOWN- <br />WARD TO THE BOlq-OM OF THE <br />SLAB, THEN HORIZONTALLY <br />BENEATH THE SLAB FOR A MIN- <br />IMUM TOTAL D}STANCE OF 24". <br /> <br />ON GRADE W/EXTERIOR PERIMb-I'ER INSULATION <br /> <br />SILL SEAL AND <br />CAPILLARY BREAK <br /> <br /> /--' CONCRETE SLAB <br /> SLAB BASE (SAND) <br /> <br /> ~ MOISTURE BARRIER <br /> <br />GRAVEL BASE <br /> <br />COMPACTED EARTH <br /> <br /> <br />