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I SLAB � �v S6.Q D2 T / i SLAB � �, S6.0 D2 7 � SLAB E N � <br /> ; , <br /> � 2P3 S6.0 D2 2P3 L-------1 �. �..--� TE T � _�: ._ L-----� �----� �----� � �L' <br /> � o <br /> L---- --------------------._-_________- _-_�� <br /> 3Y 2P3 ��_��, �,_�„ N » 2P3 4» 4,� <br /> CONG 8'-3" 3'_g" ]'-6�� 8'_3" ��_6 2n 3,_8" t�,s�>� 8,_3„ 1'-6l� 3'-8'� ��-6�� � � <br /> SLAB ' <br /> y r <br /> 11„ 4,_6„ 7"6° 2'-9" 16'-3" 2'-6" ��-��2�� 1'-3' 2'-0" 10'-3" t'-10�" 4'-0" 11'-4" 4'-0" 19'-4" 4'-0" � 11 <br /> �., _ <br /> 6'-0" 25,_7�2" � 19'-0" 15'-4" 15'-4" 15' � <br /> r <br /> 84'-0" � <br /> 127'-0" � <br /> 18' � <br /> � <br /> � � <br /> BU I LDI 1�1G TYPE I FOUNDATION PLAN p � <br /> �J4„_1,_��� BUILDING 32 ..� � <br /> � � <br /> � = Q • <br /> W o � � <br /> !!� � = v, <br /> � <br /> TI G SCHEDULE d- � � � <br /> FO � N � � � � <br /> :J � <br /> FTG. SIZE DEPTH REINFORCING REMARKS = � i <br /> � � �' � <br /> 1�. 18" x 18" 10" WAY#BOTA. � O ; Z <br /> FOUNDATION NOTES ~ W � <br /> � 0 <br /> ,_ � . <br /> +33" ELEVATION AT TOP OF CONCRETE -� LOCATlON QF DOWNSPOUT: REFER TO SNEETS S6.0 FOR TYPICAL FOUNDATIQN DETAILS. � � � <br /> PROVIDE TIGHTLINE AND RISER BOOT � = O <br /> +20" FINISH SLAB ELEVATIQN REFER TO GENERAL STRtJCTURAL NOTES SHEETS S1.0 & S1.1 FOR � <br /> F.O.C. �ACE OF CONCRETE ADDITIONAL REQUIREMENTS. Q a„ <br /> �� GROUT REQUIRED C� POST BASE , o � <br /> CONCRETE CURBS/STEMS ARE 8' UNLESS NOTED. <br /> ••�•••••••••••••• R-10 PERIMETER lNSULATION PORCH SLAB ON GRADE SHALL BE 3 1/2" MINIMUM THIGKNESS. m � <br /> REWFORCE WITN 6x6 W1.4xW1.4 WWM CENTERED IN SLAB. PROVIDE PRQVIDE 4" PERFORATED FOOTING DRAINS AT PERIMETER OF ALL i " <br /> O SPREAD FOOTING TYPE - REFER TO 10 MIL. VAPOR BARRIER. BELOW SL.AB OVER 6" FREE DRAINiNG BUILDINGS. MAY BE OMITTED PER CIV(L AND GEOTECH ARPROVAL - <br /> SCHEDULE GRAVEL OVER FIRM NATIVE SOILS OR STRUCTURAL FiLL COMPACTED '�' <br /> � <br /> sw# SHEARWALL TYPE - REFER TQ 11/S7.2 FOR TO 95% MAXlMUM DRY DENSITY. SLOPE EXTERIOR SLABS 1/8"/FT AWAY FROM BUILDING. ;� 1ob No.: 13-47 <br /> ANCHQR BOLTS BQTTOM OF ALL TURN DOWN EDGES SNALL BE 18" MINIMUM BELOW o <br /> �- HD # HOLDQWN TYPE - REFER TQ SCHEDULE 6/S1.3 ADJACENT GRADE UNLESS OTHERWISE NOTED. ? Sh <br /> � <br /> � <br /> � <br /> Sheet Order: A B U F R E S D I � <br /> T <br />