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I � Q � � <br /> STHD14 � -7Yz" � I I _ N 56.0 D2 -7�/2" I SLAB � �v 56.0 D2 - �/'� I SLAB � N � <br /> � 2P3 S6.0 D2 2P3 L------J TE T L----J L-- <br /> I o --J � �'° <br /> � L____ __�_-__._________________________ ____ <br /> 3Y2�� 2P3 ��_�» ��_��, �� � 2P3 4�� � <br /> CONC_ <br /> SLAS g'_3" 3�_8» �,_s�» 8,_3„ ��_S�n 3,_�„ �,_6�., o <br /> u; r <br /> 1]» 4,_6�, 7„6» 2�_9,� 16'-3" 2'-6" 3�-��2�� -3' 2'-0" 10'-3" 1'-10��� 4,-0" 11'-4" 4'-0" � 11 <br /> � <br /> 25'-71 » � �. <br /> 6'-0" � 19'-0" 15'-4" 15' �. <br /> � <br /> 68'-8" <br /> 111'-8" � <br /> 0 � <br /> � <br /> � <br /> � � <br /> � � � L � �I � �TYP� � FOUNDATION PLAN � � <br /> � � <br /> 1/4"=1'-0" BUILDWGS 2-4,11,12,1 5,25 & 31 � � <br /> � � <br /> � � � <br /> _ � � V <br /> � � � <br /> .� <br /> FQOTIN � SCHEDULE c � <br /> � � � <br /> �TG. SIZE DEPTH REINFORCING REMARKS � � L <br /> � � � <br /> (3) #4 .EA. � � Z <br /> 1�. 18" x 18" 10" WAY BQT � � � <br /> F � UN � ATIC� N NOTES ,� p <br /> ..� � <br /> +33" FI EVATION AT T�P OF CONCRETE � LOCATION OF DOWNSPOUT: REFER TO SHEETS S6.0 FOR TYP(CAL FOUNDATION DETAILS. �y <br /> PROVIDE TIGHTLINE AND RISER BOOT <br /> +20" FINISH SLAB ELFVATION REFER TO GENERAL STRUCTURA.L NQTES SHEETS S1.0 & S1.1 FOR o <br /> F.O.C. �ACE OF CONCRETE ADDfTIONAL REQUIREMENTS. � �,. <br /> �� GROUT REQUIRED @ POST BASE �' <br /> CONCftETE CURBS/STEMS ARE 8" UNLESS NOTED. � <br /> •••�••••••�•••••• R-10 PERIMETER INSULATION PORCH SLAB ON GRADE SHALL 8E 3 1/2" MINIMUM THICKNESS. �� <br /> REfNFORCE WITH 6x6 W1.4xW1.4 WWM C�NTEf2ED IN SLAB. PROVIDE PROVIDE 4" PEREORATED FOOTING DRAINS AT PERfMETER OF ALL z � <br /> O SPREAD FOOTING TYPE - REFER TO 10 MIL. VAPOR BARRIER 3ELOW SLAB OVFR 6" FREE DR?,INING BUILUINGS. MAY 8E OMITTED PER CIVIL AND GEOTECH APPROVAL � <br /> SCHEDULE GRAVEL QVER FIRM NATIVE SOILS OR STRUCTURAL FILL COMPACTED � <br /> �,. TO 95� MAXIMUM DRY DENSITY. SLOPE EXTERIOR SLABS 1 8' FT AWAY FROM SUILDING. � <br /> sw# SHEARWALI TYPE - REFER TO 11/S1.2 FOR � � .. 1ob No.: 13-47 <br /> ANCHOR BOLTS BOTTOM OF ALL TURN DOWN EDGES SHALL BE 98" MINIMUM BELOW o <br /> �— HD # HOLDOWN TYPE - REFER TO SCHEDULE 6/S1.3 ADJACENT GRADE UNLESS OTHERWfSE NOTED. � Sheet No.; <br /> � <br /> m <br /> � <br /> Sheet Order: /� �i � F � � � � � .� <br /> T <br />