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STEPS AS NEEQED I CONC. STEPS AS NEEDED � <br /> TO MEET FlNISHED GRADE � 2 � 3 q. 5 TO MEET FINISHED GRADE � <br /> � � <br /> � � <br /> �. � <br /> � � <br /> B U I L D I N G TY P E A FOU N DATION PLAN S DOUNOT S CALE FROM FOUNDAT ON P ANLS. � � <br /> > � <br /> 1/4"=1'-0" BUILDINGS 17 & 1 8 � � o <br /> W � �,✓ <br /> G� C '� <br /> � .� � <br /> s <br /> FOOTING SCHEDULE �- p � � <br /> � � � � <br /> E NFO CING EMA KS � *' i <br /> �TG. SIZE DEPTH R I R R R � � � � <br /> � 18,, x 1 S" �p" (3� �4 EA. o � Z <br /> FOUNDATIC3N NCJTES wa� Bo-r <br /> I- w � <br /> .,� o <br /> �- t3� <br /> +33' ELEVATION AT TQP OF CONCRETE -o LOCATION OF DOWNSPOUT: RE�ER TO SHEETS S6.0 FOR TYPICAL FOUNDATION D�TAILS. � � <br /> PROVID� TIGNTLINE AND RISER BOC7T � <br /> +20/1 FINISN SI AB ELEVATION REFER TQ GENERAL STRUCTURAL NOTES SHEETS 51.0 & S1.1 FOR � C� <br /> F.O.C. FACE OF CONCRETE ADDITIONAL REQUIREMENTS. � Q�, <br /> � GROUT REQUIRED Q POST BASE „ � <br /> CONCRETE CURBS/STEMS ARE 8 UNLESS NOTED. � <br /> ••••••••••••••••• R-1Q PERIMETER INSULATION PORCH SLAB ON GRADE SHALL BE 3 1/2" MINIMUM THICKNESS. � ' <br /> REINFORCE WfTH 6x6 W1.4xW1.4 WWM CENTERED IN SLAB. PROVIDE PROVIDE 4" PERFORATED FOOTING DRAINS AT PERIMETER OF ALL o � <br /> � SPREAD FOOTING TYPE - REFER TO 10 MIL. VAPOR BARRIER BELOW SLAB OVER 6" FREE DRAINING BtJILDINGS. MAY BE OMITTED PER CiVIL AND GEOTECH APPROVAL � <br /> �."._/ SCNEDULE GRAVEL OVER FIRM NATIVE SOILS OR STRUCTURAL FILL COMPACTED �=� <br /> � <br /> sw# SHEARWALL TYPE - ftEFER TO 11/S9.2 FOR TO 95� MAXlMUM DRY DENSITY. SLOPE EXTERlOR SLABS 1/8"/FT AWAY FROM BUILDING. � 1ob No.: 13-47 <br /> ANCNOR BOLTS BdTTOM OF ALL TURN DOWN EDGES SHALL BE 18" MINIMUM BELOW o <br /> �- H� # HOLDOWN TYPE - REFER TO SCHEDULE 6/S1.3 ADJACENT GRADE UNLESS OTHERWISE NOTED. 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