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I I I I � <br /> � � � � ? � P6 � I I I I I i' � , <br /> �0 # � � � ' � � r�—�----J--L� rn M <br /> �.w . � <br /> ; ' 5'-4" � 5 � � � � <br /> --- - ' ;"y�� -- ------ �� � ^ ' D2 J I L� Z <br /> .__ f � \ 9 i � � I I � � • <br /> i N D2 , „ I , a "' I i � N � , <br /> { „ � � —� � I I i I ( "��- � � g N <br /> � -3Yz_� � +0,^�» � __� � � THREADE[� � z I i � � � <br /> I3 0 ^ l i � ROD s I I � N � o <br /> � �d- � t �- � � FOR HDU5 � � � � � <br /> � � f �� � O � � 7 � � ABOVE � �- _ _-_� � <br /> � �- � � -Q $ B- � g- HDU5 � D2 � ¢„ � i I P6 �7%2" � � <br /> S1.4 S1.4 S1.4 HDUS � ' � 1 u� � '�` � <br /> 1 x7 �. ,..� SWSB1 x7 , „ <br /> 3 G � HDU !.w.i � HDU8 20' 6" D2 � -t-0 -0 � �' �' <br /> HDU8 � <br /> —� � 7 � LL" � —� I oo � i � Q �' � <br /> _ <br /> g .. , � .... .... 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I `�i 68 �1 _7�h" ' L....._.! -7�/z" D2 S6.0 N +:w_�.� i I 2P3 ���2 D2 S 0 ��,3 I STNDT4 � � � � � <br /> D 2 SLAB � S .0 D 2 �-------J � � � 1.L <br /> L__�_J <br /> ^ I � � . <br /> ————————————————————._______—�—_._ __—_J � <br /> 4 2P3 � N 1'-0�, 1�_p�, 2P3 3�/2� <br /> _3 1'-6�u 3,_8„ ,, 6�» �,_3„ �� 6�» 8,_3„ CONC. � o <br /> SLAB ' <br /> �jj P <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" a li <br /> � <br /> � i5'-4" 19'-0» ' 25'-7%" 6'_p" � <br /> , r <br /> 68'-8" <br /> 111'-8" . <br /> � � <br /> � <br /> Q� - <br /> �r � � <br /> I FOU N DATION PLAN � � <br /> � <br /> 1/4"=1'-0° BUILDINGS 2-4,1 1,1 2,1 5,25 & 31 � � <br /> ' � � <br /> C /0� <br /> �+ V <br /> � � � <br /> � <br /> FOOTING SCHEDU � E 3 <br /> O �' - <br /> � � � <br /> FTG. SIZE DEPTH REINFORCING REMARKS � � � i <br /> � � � � <br /> 1� 18" x 18" �p" (3) #4 EA. � � ; � <br /> , FOUND � TIO �) I� OTES WAYBOT � W � <br /> � <br /> „� � <br /> . +33" ELEVATION AT TOP OF CONCRETE --� LOCATION OF DOWNSPOUT: REFER TO SHEETS S6.0 FOR TYPICAL FOUNDATION DETAILS. � � <br /> PROVIDE TIGHTLWE AND RISER BOOT f" � <br /> f20" FINISH SLAB ELEVATION REFER TO GENERAL STRUCTURAL NQTES SHEETS S1.0 & 59.1 FOR � O <br /> F.O.C. FACE OF CONCRETE ADDITIONAL REQUIREMENTS. (� Q, <br /> � GROUT REQUIRED C�? POST BASE , � . <br /> CONCRETE CURBS/STEMS ARE 8' UNLESS NOTED. � <br /> ,,,,,,,,,,,,,,,,, PORCN SLAB ON GRADE SHALL BE 3 1/2" MINIMUM TNICKNESS. ' <br /> R-10 PERIMETER INSULATION � � <br /> REINFORCE WITH 6x6 W1.4xW1.4 WWM CENTERED IN SLAB. PRQVIDE PRQVIDE 4" PERFORATED FOOTING DRAINS AT PERIMETER OF ALL � <br /> � SPREAD FOOTING TYPE - REFER TO 10 MIL VAPOR BARRIER BELOW SLAB OVER 6" FREE DRAINfNG BUILDINGS. MAY BE OMlTTED PER CIVIL AND GEOTECH APPROVAL �-' <br /> SCHEDULE GRAVEL OVER FIRM NATIVE SOILS OR STRUCTURAL �ILL COMPACTED ��� <br /> 5w# SNEARWALL TYPE - REFER TO 11 S1.2 FOR TO 95% MAXlMUM DRY DENSITY. SLOPE EXTERIOR S�ABS 1/8"/FT AWAY FROM BUILDING. � <br /> / �, Job No.: 13-47 <br /> ANCHQR BOLTS BOTTOM OF ALL TURN DOWN EDGES SNALL BE 18" MINIMUM BELOW � <br /> , �— HD # HOLDOWN TYPE - REFER TO SCHEDULE 6/S1.3 ADJACENT GRADE UNLESS OTHERWISE NOTED. _ Sheet No.: <br /> � <br /> n �� <br /> Sheet Order: A � U F R E �J � � � <br /> _ <br />