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STEPS AS NEEDED "' - <br /> TO MEET FINISHED GRADE � <br /> T <br /> � B 1 L. DI NG TYPE C FOUNDATION PLAN � <br /> U � <br /> 1/4"=1'-0" BUILDINGS 1,26,29,30 � <br /> � � <br /> � � <br /> � Q' <br /> � � � <br /> e <br />_ <br /> � � FOOTING SCHEDULE � a� V <br /> � � � N <br /> FTG. SIZE DEPTH REINFORCING REMARKS CL � N � <br /> � O �� S <br /> 1�. 18" x 18" 10" WA)Y#BOTA � _ ,'+�+" L <br /> FOUNDATION NOTES V � °' 0 <br /> W p � Z <br /> +33" ELEVATION AT TOP OF CONCRETE -� LOCATlON OF DOWNSPOUT: REFER TO SHEETS S6.0 FOR TYPICAL FQUNDATION DETAILS. � W � <br /> PROVIQE TIGHTLINE AND RISER BOOT .F.� O <br />_ +20" FINISH SLAB ELEVATION REFER TO GENERAL STRUCTURAL NOTES SHEETS S1.0 & S1.1 FOR ■� � <br /> � F.O.C. FACE OF CONCRETE ADDITIONAL REQUIREMENTS. � <br /> � GROUT REQUIRED C�? POST BASE / � <br /> CONCRETE CURBS STEMS ARE 8" UNLESS NOTED. O <br /> � ,,,,,,,,,,,,,,,,, PORCH SLAB ON GRADE SNALL BE 3 1/2" MINIMUM THICKNESS. a <br /> R-10 PERIMETER INSULATION � <br /> REINFORCE WITN 6x6 W1.4xW1.4 WWM CENTERED IN SLAB. PROVlDE PROVIDE 4" PERFORATED FOOTING DRAINS AT PERIMETER OF ALL <br /> O SPREAD FOOTING TYPE - REFER TO 10 MIL. VAPOR BARRIER BELOW SLAB OVER 6" FREE DRAINING BUILDINGS. MAY BE OMITTED PER CIVIL AND GEOTECH APPROVAL r <br /> SCHEDULE GRAVEL OVER FIRM NATIVE SOILS OR STRUCTURAL FILL COMPACTED � <br /> • sw# SHEARWALL TYPE - REFER TO 11/S1.2 FOR TO 95� MAXlMUM DRY DENSITY. SLOPE EXTERlOR SLABS 1/8"/FT AWAY FROM BUILDING. c Q <br /> ANCHOR BOLTS " <br /> �- HD � HOLDOWN TYPE - REFER TO SCHEDULE 6 S1.3 BaTTOM OF ALL TURN DOWN EDGES SHALL BE 18" MINIMUM BELOW } <br /> � ADJACENT GRADE UNLESS OTNERWISE NOTED. � <br /> �, 1ob No.: 13-47 <br /> r z <br /> � Sheet No.: <br /> � <br />_� � F7 <br /> . � <br /> . Sheet Order: A B U F R E S D I � <br />