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I 18 11 � <br /> - 1�� � SLAB � � -7%z" i_�_�_� -7%z" D2 S 0 N i�.r.__� I I -7�/z" 11 18 � STHD14 � � � � <br /> � <br /> D 2 L-----� `� S 6.0 D 2 �----------� 2 P 3 D2 S6.0 2 P 3 I � � � <br /> I = I <br /> ---- -------------------------------- -----� � � <br /> ,�, `� 2P3 � 0 1�-0'� ��_��. 2P3 3�/2" _ <br /> _ „ �,_6��, I _ t'-6� u _ ,° 1'-6%» _ CONC. o <br /> ' 3 2 3' S" � 8' 3 2 8� 3�� SLAS � -' <br /> � � <br /> 1'-4" 4'-0" 11'-4" 1'-101n 10'-3" 2'-0" 1'-3" 3,_7�+, 2'-6" 16'-3'� 2,_9" 6°,7" 4'-6" 11" g II <br /> � <br /> 15'-4" 19'-0" � 25'-7��" g�_p�° �' <br /> � <br /> � <br /> 68'-8" <br /> 111'-8" <br /> � . _ � <br /> � <br /> � <br /> � A <br /> � FOU N DATION PLAN p � <br /> 1/4"=1'-0° BUILDINGS 2-4;11,12,15,25 & 31 �' � <br /> (� � <br /> � � <br /> � � Q <br /> � o � <br /> 4, c *' . <br /> � � � <br /> FC� OTING SCNEDULE �- p � � <br /> � <br /> � � � � <br /> FTG. SIZE DEPTH REINFORCING REMARKS v � *' � <br /> � � 0 <br /> � 18" x 18„ �p» (3) #4 EA. � Q ; Z <br /> FOUNDATION NOT � S waYBo-r <br /> � � � <br /> .F.+► 0 <br /> .,� g� <br /> +33�� ELEVATION AT TOP OF CQNCRETE --s LOCATION OF DOWNSPOUT: REFER TQ SHEETS 56.0 FOR TYPICAL FOUNDATION DETAILS. � � <br /> PROVlDE TIGNTL.WE AND RISER BOOT — <br /> +20" FINISH SLAB ELEVATION REFER TO GENERAL STRUCTURAL NOTES SHEETS S1.0 & S1.1 FOR � C� � <br /> F.O.C. FACE OF CONCRETE ADDITIONAL REQUIR�MENTS. � �, <br /> � GROUT REQUIRED C� POST BASE � <br /> CONCRETE CURBS/STEMS ARE 8" UNLESS NOTED. � <br /> •�•••••••••••�••� R-10 PERIMETER (NSULATIQN PORCN SLAB ON GRADE SNALL BE 3 T/2" MWINlUM THICKNESS. <br /> REINFORCE WITH 6x6 W1.4xW1.4 WWM CENTERED IN SLAB. PROVIDE PROVIDE 4" PERFORATED FOOTING DRAINS AT PERIMETER OF ALL � a <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 ��" <br /> SCNEDULE GRAVEL OVER FIRM NATIVE SOILS OR STRUCTURAL FILL COt�PACTED � <br /> sw# SNEARWALL TYPE - REFER TO 11/S1.2 FOR TO 95� MAXIMUM DRY DENSITY. SLOPE EXTERIQR SLABS 1/8"/FT AWAY FROM 8UI(�DING. '� � <br /> �, 1ob No.: 13-47 <br /> ANCHOR BOLTS BOTTOM OF ALL TURN DQWN EDGES SNALL BE 18" MINIMUM BELOW z <br /> �— HD # HOLDOWN TYPE - REFER TO SCHEDULE 6/S1.3 ADJACENT GRADE UNLESS OTHERWISE NOTED. � Sheet No.: <br /> � <br /> � � � � <br /> �� <br /> Q <br /> � Sheet Order: J�! � 11 F R E S D I � <br /> T <br />