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W o � � <br /> � � a� � � <br /> � � y � <br /> FODTING SCHEDULE � p � � <br /> J � � s <br /> FTG. SIZE DEPTH REINFORCING REMARKS = .� i <br /> � 0 <br /> �1. » „ » (3) #4 EA. � G� Z <br /> 18 x 18 1� WAY BOT W � > <br /> FOUNDATION NQTES �' W � <br /> _ .�.� 0 <br /> ._ � . <br /> +33" ELEVATION AT TOP OF CONCRETE -� LOCATION OF DOWNSPOUT: REFER TO SN�ETS S6.0 FOR TYPICAL FOUNDATION DETAILS. � � - <br /> - � PROVIDE TIGHTLWE AND RISER BOOT � <br /> +20" FINISH SLAB ELEVATION REFER TO GENERAL STRUCTURAL NOTES SHEETS S1.0 & 51.1 FQR = O <br /> . F.O.C. F A G E Q F C O N C R E T E ADDITIONAL RE QUlREMENTS. � a, <br /> a GROUT REQUlRED C� POST BASE � <br /> CONCRETE CURBS/STEMS ARE 8" UNLESS NOTED. � <br /> ,,,,,,,,,,,,,,,,, PORCH SLAB ON GRADE SNALL BE 3 1 2 MINIMUM THICKNESS. � <br /> R-10 PERIMETER INSULATION REINFORCE WITH 6x6 W1.4xW1.4 WWM CENTERED IN SL,AB. PROVIDE � <br /> O PROVIDE 4" PERFQRATED FOOTING DRAINS AT PERIMETER OF ALL ; <br /> X SPREAD FOOTING TYPE - REFER TO 10 MIL. VAPOR BARRIER BELOW SLAB OVER 6" FREE DRAINING BUILDINGS. MAY BE OMlTTED PER CIVIL AND GEOTECH APPROVAL J <br /> 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. SLQPE EXTERIOR SLABS 1/8"/FT AWAY FROM BUILDING. � <br /> ANCHOR BOLTS � Job No.: 13-47 <br /> HD # HOLDOWN TYPE - REFER TO SCHEDULE 6 S1.3 BOTTOM OF ALL TURN DOWN EDGES SHALL BE 18" MINIMUM BELOW � Sheet No.: <br /> �- � ADJACENT GRADE UNLESS OTHERWISE NOTED. � . <br /> �� � F 14 <br /> � <br /> � sh�et o�aer: A B U F R E S D I � <br /> _ <br /> __--___ <br />