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<br /> TO MEET FINISHED GRADE �
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<br /> BUILDIN � TYPE C FOUNDATION PLAN � �
<br /> 1/4"=1'-0" BUILDINGS 1,26,29,30 �
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<br /> FOOTING SCHEDULE W � � V
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<br /> FTG. SIZE DEPTH REINFORCING REMARKS CL � N � �
<br /> � O � 3
<br /> � 18" x 18�, ��,� (3) #4 EA. � � � �
<br /> WAY BQT � � L,
<br /> FOUNDATION NOTES C.� � °' �
<br /> W � > Z �.
<br /> +33' ELEVATION AT TQP OF CONCRETE -� LOCATION OF DQWNSPQUT: REFER TO SHEETS S6.Q FOR TYPiCAL FOUNDATION DETAILS. � W =
<br /> PRQVIDE TIGHTLINE AND RISER BOOT }� �
<br /> +20" FINISH SLAB ELEVATION REFER TO GENERAL STRUCTURAL NQTES SHEETS S1.0 & S1.1 FOR ■�
<br /> F.O.C. FACE OF CONCRETE ADDITIONAL REQUIREMENTS. � �
<br /> � GROUT REQUIRED � POST BASE J = �
<br /> CONCRETE CURBS STEMS ARE 8" UNLESS NOTED. O
<br /> ••••�•••••••••••• R-1Q PERIMETER INSULATION PORCH SLAB ON GRADE SHALL BE 3 1/2" MINIMUM THICKNESS. Q a '
<br /> REWFORCE WITH 6x6 W1.4xW1.4 WWM CENTERED IN SLAB. PROVIDE PROVIDE 4" PERFORATED FOOTING DRAINS AT PERIMETER OF ALL �
<br /> � SPREAD FOQTWG TYPE - REFER TO 10 MIL VAPOR BARRIER BELOW SLAB OVER 6" FREE DRAINfNG BUILDINGS. MAY BE OMITTED PER CIVIL AND GEOTECH APPROVAL �
<br /> SCHEDULE GRAVEL OVER FIRM NATIVE SOlLS OR STRUCTURAL FILL COMPACTED
<br /> sw# SNEARWALL TYPE - REFER TO 11/S1.2 FOR TO 95% MAXIMUM DRY DENSITY. SLOPE EXTERIOR SLABS 1/8"/FT AWAY FROM BUILDING. � �
<br /> ANCHOR BOLTS BOTTOM OF ALL TURN DOWN EDGES SHALL BE 18" MINIMUM BELOW J
<br /> �- HD # HOLDOWN TYPE - REFER TO SCHEDULE 6/S1.3 ADJACENT GRADE UNLESS OTHERWISE NOTED.
<br /> �
<br /> � Joh No.: 13-47 '
<br /> z
<br /> � Sheet No.:
<br /> �
<br /> . � � ��
<br /> sheetoraer: A B U F R E S D I �
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