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10" SQ. 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SIZE DEPTH RE(NFORCING REMARKS �' � <br /> ��' � � �' 0 <br /> 1� 18" x 18" 10" �3) #4 EA. � � ; � <br /> F O U N D A T I �.s �I N O T � S WA Y B Q T � � � <br /> •'� �} <br /> +33" ELEVATION AT TOP OF CONCRETE ---,► LOCATION OF DOWNSPOUT: REFER TO SHEETS S6.0 FOR TYPICAL FOUNDATION DETAILS. � � <br /> PROVIDE TIGHTLINE AND RlSER BOOT � <br /> +20" FINISH SLAB ELEVATION REFER TO GENERAL STRUCTURAL NOTES SHEETS S1.0 & S1.1 FOR O <br /> �.O.C. FACE OF CONCRETE ADDITIONAL REQUIREMENTS. � Q,,, <br /> �� GRQUT REQUIRED � POST BASE � <br /> CONCRETE CURBS/STEMS l�RE 8" UNLESS NOTED. � <br /> ,,,,,,,,,,,,,,,,, PORCH SLAB ON GRADE SHALL BE 3 1/2" MlNIMUM THICKNESS. <br /> R-10 PERIMETER (NSULATION � � <br /> REINFQRCE WfTH 6x6 W1.4xW1.4 WWM CENTERED IN SLAB. PROVIDE PROVIDE 4" PERFORATED FOOTING DRAINS AT PERIMETER OF ALL � <br /> � SPREAD FOOTfNG TYFE – REFER TO 1Q MIL. VAPQR BARRIER BELOW SLAB OVER 6" FREE DRAINING BtJILDINGS. MAY BE OMlTTED PER CIV(L AND GEOTECH APPROVAL � <br /> SCHEDULE GRAVEL OVER FIRM NATlVE SOlLS QR STRUCTURAL FILL COMPACTED � <br /> 5w# SHEARWALL TYPE – REFER TO 11 S1.2 FOR TO 95% MAXIMUM DRY DENSITY. SLOPE EXTERIQR SLABS 1/8"/FT AWRY FROM BUILQING. � <br /> / � 1ob No.: 13-47 <br /> ANCHOR BOLTS 80TTOM OF ALL TURN DOWN EDGES SNALL BE 18" MlNIMUM BELOW � <br /> �— N� # HOLDOWN TYPE – REFER TO SCHEDULE 6 S1.3 � Sheet No.: <br /> � ADJACENT GRADE UNLESS OTHERWISE NOTED. � <br /> � 1� <br /> Sheet Order: � � u F � E S D � � <br /> _ <br />