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SIZE DEPTH REINFORCENG REMARKS � � � L � <br /> L O <br /> �� �� ,� �� (3) #4�_EA, � � Z <br /> 18 x 18 10 WAY BOT W � W � <br /> � FOUNDATION NOTES � � <br /> ,� � <br /> +33' ELEVATION AT TOP OF CONCRETE —� LOCATION OF DOWNSPOUT: REF�ER TQ SHEETS S6.0 FOR TYPICAL FOUNDATION DETAILS. � � <br /> PROVIDE TIGHTLINE AND RISER BOOT � <br /> +20'� FINISN SLAB ELEVATION REFER TO GENERAL STRUCTURAL NOTES SHEETS S1.0 & 51:1 FOR � O <br /> F.O.C. FACE OF CONCRETE ADDITIONAL REQUIREMENTS. � a <br /> � GROUT REQUfRED @ POST BASE <br /> CONCRETE CURBS/STEMS ARE 8" UNLESS NOTED. � <br /> ,,,,,,,,,,,,,,,,, PORCH SLAB ON GRADE SHALL BE 3 1 2" MfNIMUM THICKNESS. � <br /> R-10 PERIMETER fNSULATION REINFORCE WITH 6x6 W1.4xW1.4 WWM CENTERED IN SLAB. PROVIDE �� � � <br /> O „ PROVIDE 4 PERFORATED FOOTING DRAfNS AT PERIMETER OF ALL o � <br /> X SPREAD FDOTING TYPE - REFER TO 10 MIL. VAPOR BARRfER BELOW SLAB OVER 6 FREE DRAINING BUILDINGS. 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