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I °O i 8 1 1 � 11 18 � I I � � � <br /> -�' �� I SLAB � � -2'-1�h" ' -2-1%z" D2 S6.0 N I I -2-1%2" 1 1 1 8 � STHD74 Q <br /> D2 L-- J N S6.0 D2 L------J 2P3 D2 S6.0 2P3 � � � <br /> -- <br /> � ---- -------------------------------- -----� <br /> 4„ 2P3 , N ��_Q» �,_Q�� 2P3 3/2„ <br /> �_3�� 1'-6��� 3,_8„ 1'-6�n 8,_3„ ��_6�»I 8'-3" CONC. � o <br /> SLAB <br /> � <br /> 1'-4" 4'-0" 11'-4" 1'-10�,� 10'-3" 2'-0" 1'-3' 3'-7�2" 2,_6�� 16'-3" 2�_9° 6,�J° 4'-6" 11" � I <br /> 15-4" 19'-0" � 25-7�» 6_O �" � <br /> � <br /> � . <br /> 18" f+ � <br /> � <br /> � <br /> � <br /> B U I L D 1 N G TYPE 1 FOU N DATION PLAN �' � <br /> ,,4„_,�-o�� ° � <br /> BUILDING 32 � � <br /> � � <br /> � � � <br /> W c� � � <br /> � � � N � <br /> FOOT ( NG SCHEDULE a � `� � <br /> � � <br /> 0 <br /> J � � i <br /> FTG. SIZE DEPTN REINFORC1NG REMARKS � <br /> a� 0 <br /> L <br /> � 18" x 18�� 1�„ (3) #4 EA. � O ; Z <br /> `�� WAY BOT � W � <br /> FOUNDATION NOTES � o <br /> ._ � <br /> +33" ELEVATION AT TOP OF CONCRETE —� LOCATION OF DQWNSPOUT; REFER TO SHEETS S6.0 FOR TYP(CAL FOUNDATION DETAfLS. � � '�y <br /> PROVIDE TfGHTLINE AND RISER BOOT o = � <br /> +20" FWISH SLAB ELEVATION REFER TO GENERAL STRUCTURAL NOTES SHEETS S1.0 & S1.1 �OR �� O <br /> F.O.C. FACE OF CONCRETE ADDITIONAL REQUfREMENTS. "' � a <br /> a GROUT REQUIRED @ POST BASE � <br /> CONCftETE CURBS/STEMS ARE 8" UNLESS NOTED. `� � <br /> PORCH SLAB ON GRADE SHALL BE 3 1 2" MWIMUM THICKNESS. ' � � <br /> ••••••••••••••••• R-10 PERIMETER INSULATION � m <br /> REINFORCE WITH 6x6 W1.4xW1.4 WWM CENTERED IN SLAB. PROVIDE PROVIQE 4" PERFORATED FOOTING DRAINS AT PERIMETER OF ALL i Q <br /> O SPftEAD FOOTING TYPE - REFER TO 10 MIL. VAPOR BARRIER BELOW SLAB OVER 6 FREE DRAINING BUILDINGS. MAY BE OMITTED PER CIVI�. AND GEOTECH APPROVAL - <br /> SCHEDULE GRAVEL OVER FIRM NATIVE SOILS OR STRUCTURAL FILL COMPACTED w <br /> sw# SHEARWALL TYPE - REFER TO 71�S1.2 FOR TO 95� MAXIMUM DRY DENSITY. SLOPE EXTERIOR SLABS 1 j8"/FT AWAY FftOM BUfLDING. � <br /> Job No.: 13-47 <br /> ANCHOR BOLTS c� <br /> HD BOTTOM OF ALL TURN DOWN EDGES SHALL BE 18" MIN(MUM BELOW o <br /> �— # HOLDOWN TYPE - REFER TO SCHEDULE 6/S1.3 ADJACENT GRADE UNLESS OTHERWISE NQTED. � Sheet No.: <br /> � <br /> � �� � . <br /> Sheet Order: /4 B U F R E S D I ' <br /> _ <br />