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SIZE DEPTH REINFORCING REMARKS � *' i <br /> � � L O <br /> � 18" x 18" 1��� WAY#BOTA 1 � 1 Q � Z <br /> � FOUNDATION NOTES W � w � <br /> ,�.r 0 <br /> ._ � <br /> +33" ELEVATfON AT TOP OF CONCRETE —� LOCATION OF DOWNSPOUT: REFER TO SHEETS S6.0 FOR TYPICAL FOUNDATION DETAILS. � � <br /> PROVIDE TIGHTLINE AND RISER BOOT �' <br /> �' +20" FINISH SLAB ELEVATION REFER TO GENERAL STRUCTURAL NOTES SHEETS S1.0 & S1.1 FOR � O <br /> .,J :� F.O.C. FACE OF CONCRETE ADDITIONAL REQUIREMENTS. Q a <br /> , `�,�- . a GROUT REQUIRED @ POST BASE CONCRETE CURBS/STEMS ARE 8" UNLESS NOTED. � <br /> � f _ �� � � • ,,,,,,,,,,,,,,,, PORCH SLAB ON GRADE SHALL BE 3 1/2" MINIMUM THICKNESS. T � <br /> • R-10 PERIMETER INSULATION f�EINFORCE WITH 6x6 W1.4xW1.4 WWM CENTERED IN SLAB. PROVIDE �° � � � <br /> O , PROVfDE 4 PERFORATED FOOTING DRAINS AT PERIMETER OF ALL o <br /> X SPREAD FOOTING TYPE - REFER TO 10 MIL VAPOR BARRIER BELOW SLAB OVER 6' FREE DRAINING BUILDfNGS. MAY 8E OMITTED PER CIVIL AND GEOTECH APPROVAL � <br /> SCHEDULE GRAVEL OVER FIRM NATIVE SOILS QR STRUCTURAL FILL COMPACTED � <br /> �� sw# SHEARWALL TYPE - REFER TO 19/S1.2 FOR TO 95% MAXIMUM DRY DENSITY. SLOPE EXTERIOR SLABS 1/8"/FT AWAY FROM BUILDWG. � <br /> ` ANCHOR BOLTS � Job No.: 13-47 <br /> �x °° '� HD # HOLDOWN TYPE - REFER TO SCHEDULE 6 S1.3 BOTTOM OF ALL TURN DOWN EDGES SHALL BE 18" M(NIMUM BELOW � Sheet No.: <br /> �— � ADJACENT GRADE UNLESS OTHERWISE NQTED. � <br /> m <br /> � F18 <br /> Sheet Order: A B U F R E S D I � <br /> _ <br />