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N � 2P3 - 4» � <br /> CONC. � ^ <br /> SLAB g'_3" 3,_8,� �,_6�» �,_3„ ��_6�„ 3,_8 �,_6�„ o <br /> 11" 4,_&,� �»6» 2,_91� 16'-3" 2'-6" 3�-��2 '-3�� 2�_Q�, 10'-3" i'-10�» �, �» 11'-4" 4'_0" � � <br /> 6'-0" 25'-7�2" � 19'-0" 15'-4" 15' � � <br /> r <br /> 68'-8° <br /> 111'-8" <br /> � � . <br /> � <br /> � <br /> � . <br /> � � ' L- � ' � � ���� � FOUNDATION PLAN �" � � - <br /> ��4°=,�-o° g RS <br /> BUILDWGS 2-4,1 1,12,1 5,25 & 31 � � <br /> __ ._ � � <br /> _ � � � <br /> � � <br /> � C � <br /> 's � . <br /> � OOTING SCHEDULE � � <br /> .� � � . <br /> FTG. SIZE DEPTH REINFORCING REMARKS � � � <br /> a� 0 <br /> .. � � � <br /> � 18" x 18" 10" WAY�BOTA � > <br /> Ft� UNDAT1C� �l NC.� TES � � �' <br /> � C� <br /> .�, � <br /> +33" ELEVATION AT TOP OF CONCRETE —� LOCATfON OF DOWNSPOUT: REFER TO SHEETS 56.0 FOR TYPICAL FOUNDATfON DETAILS. � � <br /> PROVfDE TIGHTLINE AND RfSER 800T � <br /> +20" FfNISH SLAB ELEVATfON REFER TO GENERAL STRUCTURAL NOTES SHEETS S1.0 & S1.1 FOR O . <br /> F.O.C. �ACE QF CONCRETE ADDITIONAL REQUIREMENTS. � � <br /> � GROUT REQUIRED @ POST BASE CONCRETE CURBS/STEMS ARE 8" UNLESS NOTEQ. � <br /> PORCH SLAB ON GRADE SHALL BE 3 1 2 M1NfMUM THICKNESS. �° - <br /> � ••�••�•••���••�•• R-10 PERIMETER INSULATION � <br /> REINFORCE W1TH 6x6 W1.4xW1.4 WWM CENTERED fN SLAB. PROVIDE PROVIDE 4" PERFORATED FOOTING DRAINS AT PERIMETER OF ALL o � <br /> O SPREAD FOOTING TYPE - REFER TO 10 MIL VAPOR BARRfER BELOW SLAB OVER 6" FREF DRAfNING BUILDINGS. MAY BE OMITTED PER C1VIL AND GEOTECH APPROVAL � <br /> SCHEDULE GRAVEL OVER �IRM NATIVE SOILS OR STRUCTURAL FILL COMPACTEQ � W <br /> TO 95% MAX(MUM DRY DENSITY. <br /> sw� SHEARWALL TYPE - RE�ER TO 11/S9.2 FOR SLOPE EXTERIOR SLABS 1/8"/FT AWAY FROM BUILDING. � Joh No.: 13-47 <br /> ANCHOR BOLTS BOTT4M OF ALL TURN DOWN EDGES SHaLL BE 18" MINIMUM BELOW � <br /> - - � �— HD � ;-{OLDOWN TYPE - REFER TO SCNEDULE 6/S1.3 ADJACENT GRADE UNLESS OTNERWISE NQTED. � Sheet No.: <br /> - � <br /> . � <br /> � <br /> � <br /> � <br /> � <br /> �-- Sheet Order: J� � � F � � � � � % • <br /> z <br />