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I °p �18 11 ,; 11 18 i � ; i I 11 18 � � Q � � <br /> - %" � I SLAB I �� -7%2" ' � �; -7%2" D2 S6.0 N � i I I -7�/2" I STHD14 <br /> D2 L----J N 56.0 D2 y L------J 2P3 D2 56.0 2P3 I � J (j� <br /> 1 ( _ <br /> j-- <br /> -------------------------------- -----� <br /> 4�� 2P3 � 0 1'_0» ��_��, 2P3 3�/2 � m <br /> '_3" 1'-6 2° 3'_g>' 1, s�p 8,_3„ 1�_s�u 8,_3„ C O N C. M o <br /> SLAB y� - <br /> � � <br /> � 1'-4" 4'-0" 11'-4" 1'-10�" 10'-3" 2'-0" -3" 3�-��2 2'-6" 16'-3" 2'-9�' 6°,7" 4'-6" 11" � 11 <br /> 15'-4" 19'-0" � 25'-7�2" g�-0" N � � <br /> � <br /> 68'-8" <br /> 111'-8" <br /> 0 � <br /> � <br /> Qr� <br /> � A <br /> B U 1 L D 1 N G TYP E F FC�U N DATION PLAN p � <br /> 1/4„=1'-0° BUILDINGS 2-4,1 1,12,1 5,25 & 31 � � <br /> � � Q <br /> � � Q <br /> W o ° U <br /> tn � = n <br /> � <br /> FOQTING SCHEDULE a- � � � <br /> _ 0 3 <br /> _ J � 3 � <br /> FTG. SIZE DEPTH REINFORCING REMARKS � � � <br /> a� 0 <br /> � <br /> � 18" x 18" �p„ (3) #4 EA. � a ; Z <br />� <br /> FOUNDATION NOTES `'�7' WAYBOT <br /> I— W � <br /> .�.� o <br /> ,— � <br /> +33�� �LEVATION AT TOP OF CONCRETE —� LOCATION OF DOWNSPOUT: REFER TQ SHEETS S6.0 FOR TYPICAL FOUNDATION pETAILS. L � <br /> PROVIDE TIGHTLINE AND RISER BOOT � <br /> f20" FINISH SLAB ELEVATION REFER TO GENERAL STRUCTURAL NOTES SHEETS S1.0 & S1.1 FOR � O <br /> F.O.C. FACE OF CONCRETE ADDITIONAL REQUIREMENTS. � � <br /> n GROUT REQUIRED � POST BASE CONCRETE CURBS/STEMS ARE 8" UNLESS NOTED. � <br /> �� � <br /> ••••••••••••••••• R-�10 PERIMETER INSULATlON PORCH SLAB ON GRADE SHALL BE 3 1/2" MINIMUM THICKNESS. � <br /> REINFORCE WITH 6x6 W1.4xW1.4 WWM CENTERED IN SLAB. PROVIDE PROVIDE 4" PERFORATED FOOTING DRAINS AT PERIMETER OF ALL � a <br /> � SPREAD FOOTING TYPE - REFER TO 10 MIL. VAPOR BARRIER BELOW SLAB OVER 6' FREE DRAWfNG BUILDINGS. MAY SE OMlTTED PER CIVIL AND GEOTECH APPROVAL �' <br /> L`/ SCHEDULE GRAVEL OVER FIRM NATIVE SQILS OR STRUCTURAL FILL COMPACTED � <br /> TO 95% MAXlMUM DRY DENSITY. � <br /> � sw# SHEARWALL TYPE - REFER TO 11/S1.2 FOR SLOPE EXTERIOR S�ABS 1/8"/FT AWAY FROM BUILDING. � 1ob No.: 13-47 <br /> ANCHOR BOLTS BOTTOM OF ALL TURN DOWN EDGES SHALL BE 18" MINIMUM BELOW z � <br /> �� HD # HOLDOWN TYPE - REFER TO SGHEDULE 6/S1.3 ADJACENT GRADE UNLESS OTHERWISE NOTED. � Sheet Na.: <br /> � <br /> � F18� <br /> Sheet Order: A g U F R E S D I � <br /> � . . . . . . . . . . . T <br />