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STEPS AS NEEDED "' - <br /> TO MEET FINISNED GRADE � , <br /> � <br /> � I L I T�Y FOU N DATION PLAN � <br /> 1/4"=1'-0" BUILDINGS 1,26,29,30 � rM <br /> � � , . <br /> � � . F , <br /> � � <br /> (� �` . <br /> > � • <br /> � � O � <br /> FOOTING S � �IEDULE W � �, U <br /> � a� � � <br /> FTG. SIZE DEPTH REINFORCING REMARKS � � N � � <br /> � O � 3 <br /> � 18" x 18" �p» (3) #4 EA. � � � � ' <br /> WAY BOT <br /> FOUNDATION NOTES t„� � L 0 �. . <br /> W o > Z <br /> +33" ELEVATION AT TOP OF CONCRETE --� LOCATlON OF DOWNSPOUT: REFER TO SNE�TS 56.0 FOR TYPICAL FOUNDATION DETAII�S. , � W � . <br /> PROVIDE TIGHTLINE AND RISER BOOT � � <br /> +20" FINISN SLAB ELEVATIQN REFER TO GENERAL STRUCTURAL NOTES SHEETS S1.0 & S1.1 FOR •s• <br /> F.O.C. FACE OF CONCRETE ADDITIONAL REQUIREMENTS. � � <br /> � GROUT REQUIRED � POST BASE � <br /> . <br /> CONCRETE CURBS/STEMS ARE 8" UNLESS NOTED. Q <br /> •••••••••�••••••• R-10 PERIMETER WSUT ATION PORCH SLAB ON GRADE SHALL BE 3 1/2" MINIMUP�f TNICKNESS. o a <br /> REWFORCE W1TN 6x6 W1.4xW1.4 WWM CENTERED IN SLAB. PROVIDE PROVIDE 4" PERFORATED FOOTING DRAINS AT PERIMETER OF ALL � <br /> O SPREAD FOOTING TYPE - REFER TO 10 MIL. VAPOR BARRIER BELOW SLAB OVFR 6" FREE DRAINING BUILQINGS. MAY BE OMITTED PER CIVIL AND GEOTECH APPROVAL � � <br /> SCHEDULE GRAVEL OVER FIRM NATIVE SOILS OR STRUCTURAL FILL COMPACTED <br /> TO 95� MAXIMUM QRY DENSITY. � <br /> sw# SHEARWALL TYPE - REFER TO 11/S1.2 FOR SLOPE EXTERIOR SLABS 1/8"/FT AWAY FROM BUILDlNG. � � � <br /> ANCHOR BOLTS � , <br /> N� # NOLDOWN TYPE - REFER TO SCHEDULE 6 S1.3 BOTTOM OF ALL TURN DOWN EDGES SHALL BE 18" MINIMUM BELOW c ' <br /> �^ � ADJACENT GRAI�E UNLESS OTHERWISE NOTED. � <br /> ; 1ob No.: 13-47 <br /> z • <br /> � Sheet No.: � <br /> J <br /> � <br /> O � � <br /> � <br /> v <br /> Sheet Order: A g U F R E S D � � <br /> � <br />