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I CO 18 11 „ � —» 11 18 � i I 11 l 8 � � � <br /> D2 �� SLAB � i� S6.0 D2 -7�h ' i:_.__ _. -7%z D2 S6.0 N ' I __J 2P3 -7�/2" D2 S6.0 2P3 � STHD14 � � <br /> L�--- � � � <br /> L__—_J I <br /> . p � . <br /> . . i ———— ————————————————————— . <br /> ___________ __.__J <br /> 4 2P3 N 1'-0�, �,_Q,� 2P3 3/» � - <br /> CONC. � <br /> _3" 1'-S�» 3,_8,� j,_6�» 8,_3, �,_���,I $'-3" SLAB ' . <br /> ;; r- <br /> 1'-4" 4'-0" ll'-4" 1'-10��� 10'-3" 2'-0" 1'-3' 3-��2 2'-6" 16'-3'� 2�_9» 6„��, 4,_6�. ���, � II <br /> � <br /> 15'-4" 19'-0" � 25'-7�2" 6�_�» � <br /> � <br /> 68'-8" <br /> �r- <br /> i 11'-8" <br /> � � <br /> � <br /> � <br /> � �.1 � L � 1 NG �'�PE IF FC�UNDATIC�N PLAN �' � <br /> ,,���_1�_o�� � � � <br /> BUILDINGS 2-4,11,12,15,25 & 31 � � <br /> � � <br /> � = o <br /> � � � <br /> � � � <br /> , , .� � <br /> FOOT [ NG SCHEDULE � � <br /> � � . <br /> FTG. SIZE QEPTH REINFORCWG REMARKS � � <br /> � � � . <br /> � ]8" x 18" 10" WAY#BOTA � > � <br /> FC.� UNDATIC� N I� OTES � W � <br /> � � <br /> .._ � <br /> +33" EI EVATION AT TOP OF CONCRETE —a LOCATION 0� DOWNSPOUT: REFER TO Si-icETS So.O FOR TYPICAL FOUNDATION DETAILS. � <br /> PROVIDE TIGHTLINE AND RISER BOOT � <br /> +20" FfN(SH SLAB ELEVATION REFFR TO GENERAL STRUCTURAL NOTES SNEETS S1.0 & S1.1 FOR � O <br /> � F.O.C. FACE 0� CONCRETE ADDITIONAL REQUIREMENTS. � <br /> � GROUT REQUIRED @ POST BASE <br /> CONCRETE CURBS/STEMS ARE 8" UNLESS NOTED. � <br /> PORCH SLAB ON GRADE SHALL BE 3 1 2" MINIMUM THICKNESS. � • <br /> •••••••••••••••�� R-10 PERIMETER INSULATION � <br /> REINFORCE WITH 6x6 W1.4xW1.4 WWM CENTERED IN SLAB. PROVIDE PROVIDE 4" PERFORATED FOOTING DRAINS AT PERIMETER OF ALL o � <br /> O SPREAD FOOTING TYPE - REFER TO 10 MIL. VAPOR BARRIER BELOW SLAB OVFR &" FREE DRAINING BUILDINGS. MAY BE OMfTTED PER CIVIL AND GEOTECH APPROVAL � <br /> SCHEDULE GRAVEL OVER FIRM NATIVE SOILS OR STRUCTURAL FILL COMPACTED W - <br /> sw# SHEARWALL TYPF - REFER TO 11�S1.2 FOR TO 95� MAXIMUM DRY DENSITY. SLOPE EXTERIOR SLABS 1�8"�FT AWAY FROM BUIL�ING. � <br /> ANCHOR BOLTS � 1oh No.: 13-47 <br /> �' HD # �OLDOWN TYPE - REFER TQ SCNEDULE 6 S1.3 BOTTOM OF ALL TURN DOWN EQGES SHALI BE 18" MINIMUM BELOW � Sheet Na.: <br /> a�_ � ADJACENT GRADE UNLESS OTHERWISE NOTED, <br /> � <br /> m <br /> , ; � <br /> i Sheet Order: /� � � F � � � � � � <br /> _ <br />