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<br /> FOUNDATION NOTES � W =
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<br /> +33" ELEVATION AT TOP OF CONCRETE -� LOCATION OF DOWNSPOUT: REFER TO SHEETS S6.0 FOR TYPICAL FOUNDATION DETAILS. � � �
<br /> PROVIDE TIGHTLWE AND RISER BOOT � � ""'
<br /> +20" FINISH SLAB ELEVATION - REFER TO GENERAL STRUCTURAL NOTES SHEETS S1.0 & S1.1 FOR � O
<br /> F.O.C. FACE OF CONCRETE ADDITIONAL REQUIREMENTS. �, Q a
<br /> a GROUT REQUIRED @ POST BASE o �
<br /> CONCRETE CURBS�STEMS ARE 8" UNLESS NOTED. _' �
<br /> ••••••••••••••••• R-10 PERIMETER INSULATION PORCH SLAB ON GRADE SHALL BE 3 1/2" MINIMUM THICKNESS. m
<br /> REINFORCE WITH 6x6 W1.4xW1.4 WWM CENTERED W SLAB, PROVIDE PROVIDE 4" PERFORATED FOOTWG DRAINS AT PERIMETER OF ALL i a
<br /> SPREAD FOOTING TYPE - REFER TO 10 MIL. VAPOR BARRIER BELOW SLAB OVER 6" FREE DRAINING
<br /> � O BUILDINGS. MAY BE OMITTED PER CIVIL AND GEOTECH APPROVAL =
<br /> SCHEDULE GRAVEL OVER FIRM NATIVE SOILS OR STRUCTURAL FILL COMPACTED W
<br /> sw# SHEARYVALL TYPE - REFER TO 11/S1.2 FOR TO 95% MAXIMUM DRY DENSITY. SLOPE EXTERIOR SLABS 1/8"/FT AWAY FROM BUILDING. �-
<br /> ANCHOR BOLTS z�oh No.: 13-47 � �
<br /> HD # HOLDOWN TYPE - REFER TO SCHEDULE 6 S1.3 BOTTOM OF ALL TURN DOWN EDGES SHALL BE 18 MWIMUM BELOW � Sheet No.:
<br /> � � ADJACENT GRADE UNLESS OTHERWISE NOTED. �
<br /> m F24
<br /> Sheet Order: A B U F R E S D I �
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