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STEPS AS NEEDED � <br /> TO MEET FINISHED GRADE � <br /> � <br /> �+ <br /> BU I LDI NG TYPE C FOUNDATION PLAN � <br /> � � <br /> 1/4"=1'-0° BUILDINGS 1 ,26,29,30 � � <br /> � � <br /> 0 � <br /> � �' <br /> � � <br /> � = Q . <br /> FOOTING SCHEDULE W � � U � <br /> � a� � N <br /> FTG. SIZE DEPTH REINFORCING REMARKS a. � y � <br /> _ O � 3 <br /> 1�. 18" x 18" 10" W 3AY#B T A � � � � � <br /> I N NOTES � � �' � , <br /> FOUNDAT O � Z <br /> O <br /> �� REFER TO SHEETS S6.0 FOR TYPICAL FOUNDATION DETAILS. � � W � <br /> +33 ELEVATION AT TOP OF CONCRETE -� LOCATION OF DOWNSPOUT: 0 <br /> PROVIDE TIGHTLINE AND RISER BOOT �+ <br /> +20" FINISH SLAB ELEVATION REFER TO GENERAL STRUCTURAL NOTES SHEETS S1.0 & S1.1 FOR � <br /> F.O.C. FACE OF CONCRETE ADDITIONAL REQUIREMENTS. � <br /> GROUT REQUIRED � POST BASE » _ <br /> � CONCRETE CURBS/STEMS ARE 8 UNLESS NOTED. O <br /> ••••�••••�••�•••• R-1Q PERIMETER INSULATION PORCH SLAB ON GRADE SHALL BE 3 1/2" MINIMUM TNICKNESS. 0 � �; <br /> REINFORCE WITN 6x6 W1.4xW1.4 WWM CENTERED IN SLAB. PROVIDE PROVIDE 4" PERFORATED FOOTING DRAINS AT PERIMETER OF ALL � � <br /> SPREAD FOOTING TYPE - REFER TO 10 MIL. VAPOR BARRIER BELOW SLAB OVER 6" FREE DRAINING BUILDINGS. MAY BE OMITTED PER CIVIL AND GEOTECH APPROVAL <br /> OO SCHEDULE GRAVEL OVER FIRM NATIVE SOILS OR STRUCTURAL FILL COMPACTED � `� <br /> sw# SHEARWALL TYPE - REFER TO 11/S1.2 FOR TO 95% MAXIMUM DRY DENSITY. SLOPE EXTERIOR SLABS 1/8"/FT AWAY FROM BUILDING. � Q ; <br /> ANCHOR BOLTS BOTTOM OF ALL TURN DOWN EDGES SHALL BE 18" MINIMUM BELOW � W <br /> �- HD # HOLDOWN TYPE - REFER TO SCHEDULE 6/S1.3 ADJACENT GRADE UNLESS OTHERWISE NOTED. � ` ''� <br /> �, 1ob No.: 13-47 ". <br /> z <br /> � Sheet No.: <br /> � <br /> � � � '. <br /> � <br /> Sheet Order: A B U F R E S D I � <br /> T <br />