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STEPS AS NEEQED "' - <br /> -TO MEET FINISHED GRADE � <br /> T <br /> FOU N DATIC�N PLAN � <br /> 1/4°=1'-0" BUILDINGS 1,26,29,30 � <br /> � � <br /> � � . <br /> o � <br /> � � <br /> � � o <br /> F � C� TING SCHEDULE � � V <br /> t!� � _ �' <br /> FTG. SIZE DEPTH REINFORGING REMARKS � � � � <br /> � �� <br /> � <br /> 1�. 18" x 18" 10" WAY#BOTA � � ,?; i <br /> FUUN � ATION NC� TES � °' 0 <br /> _ O ; Z <br /> +33" ELEVATION AT TOP OF CONCRETE -� LOGATION OF DOWNSPOUT: REFER TO SHEETS S6.0 FOR TYPICAI FOUNDATION DETAILS. � � � <br /> PROVIDE TIGNTLINE AND RISER BOOT � O <br /> +20" FINISH SLAB ELEVATION REFER TD GENERAL STRUCTURAL NOTES SNEETS S1.0 & S1.1 FOR ,� � <br /> F.O.C. FACE OF CQNCRETE ADDITIONAL REQUIREMENTS. � � <br /> � GROUT REQUlRED Cc� POST BASE j � � <br /> CONCRETE CURBS STEMS ARE 8" UNI�ESS NOTED. O <br /> ,,,,,,,,,,,,,,,,, PORCH SLAB ON GRADE SNALL BE 3 1/2" MINIMUM THICKNESS. <br /> R-1Q PERIMETER INSULATION REINFORCE WlTN 6x6 W1.4xW1.4 WWM CENTERED IN SLAB. PROVIDE � � <br /> PROVIDE 4" PERFORATED FOOTING DRAINS AT PERIMETER OF ALL � <br /> O SPREAD FOOTING TYPE - REFER TQ 10 MIL. VAPOR BARRIER BELOW SLAB OVER 6" FREE DRAINING BUILDINGS. MAY BE OMITTED PER CIVIL AND GEOTECH APPROVAL T, <br /> SCNEDULE GRAVEL OVER FIRM NATIVE SOILS OR STRUCTURAL FILL COMPACTED � <br /> sw# SNEARWALL TYPE - REFER TO 11/S1.2 FOR TO 95� MAXIMUM DRY DENSITY. , � "� o � <br /> SLOPE EXTERIOR SLABS 1 8 FT AWAY FROM BUILDING. <br /> ANCHOR 80LTS BOTTOM OF ALL TURN DOWN EDGES SNAL� BE 18" MINIMUM BELOW � <br /> �--- HD # HOLDOWN TYPE - REFER TO SCHEDULE 6/S1.3 ADJACENT GRADE UNLESS OTHERWISE NOTED. r <br /> � Job No.: 13��7 � <br /> L <br /> � Sheet No.: <br /> � <br /> � � �Q <br /> Sheet Order: � � � F R E S D � Ir <br /> T <br />