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M o <br /> SLAB W - <br /> � � <br /> 1'-4'� 4'-0" 11'-4" t-10�" 10'-3" 2'-0" 1'-3' 3'-7�,� 2'-6'� 16'-3" 2'-9" 6�J" 4'-6" 11" a II <br /> � � 15'-4" �, � _ 19=0" � � �— i _ 25'-7�2" _ � 6'-0" � N � <br /> 68'-8" <br /> 111'-8" � , <br /> 18" _ . <br /> � <br /> � � <br /> BU I LDI NG TYPE H FOUNDATION PLAN p � <br /> � ��4„_� :0" BUILDING 28 � � <br /> � � Q <br /> � � � <br /> W 0 ° U . <br /> � � a� � N . <br /> � <br /> FOOTINC SCHEDULE a � � � <br /> � O <br /> - J � � s <br /> FTG. SIZE DEPTH REINFORCING REMARKS = � � <br /> L O <br /> ,� ,� ,� (3) #4 EA. � � Z <br /> f�. 18 x 18 10 WAY BOT W � <br /> FOUNDATION NOTES �"'- W � <br /> � 0 <br /> REFER TO SHEETS S6,0 FOR TYPICAL FOUNDATION DETAILS. � •� � <br /> -(-33" ELEVATION AT TOP OF CONCRETE --� LOCATION OF DOWNSPOUT: � � � <br /> PROVIDE TIGHTLINE AND RISER BOOT � _ � <br /> +20" FINISH SLAB ELEVATION REFER TO GENERAL STRUCTURAL NOTES SHEETS S1.0 & S1.1 FOR � O <br /> F.O.C. FACE OF CONCRETE ADDITIONAL REQUIREMENTS. z O a <br /> � GROUT REQUIRED C� POST BASE CONCRETE CURBS/STEMS ARE 8" UNLESS NOTED. � � <br /> PORCH SLAB ON GRADE SHALL BE 3 1/2 MINIMUM THICKNESS. m � <br /> ••••••••••••••••• R-10 PERIMETER INSULATION - <br /> REINFORCE WITH 6x6 W1.4xW1.4 WWM CENTERED IN SLAB. PROVIDE PROVfDE 4" PERFORATED FOOTING DRAINS AT PERIMETER OF ALL i Q <br /> OO SCHED�ULEOOTING TYPE - REFER TO GRAVIEL OVERRF RM NATIVE Ow S OR �TR UCTURALEFILDLRCOMPACTED BUILDINGS. MAY BE OMITTED PER CNIL AND GEOTECH APPROVAL W _ <br /> TO 95% MAXIMUM DRY DENSITY. SLOPE EXTERIOR SLABS 1 8" FT AWAY FROM BUILDJNG. � <br /> sw# SHEARWALL TYPE - REFER TO 11/S1.2 FOR � � � 1ob No.: 13-47 � <br /> ANCHOR BOLTS BOTTOM OF ALL TURN DOWN EDGES SHALL BE 18" MINIMUM BELOW z - <br /> i� HD # HOLDOWN TYPE - REFER TO SCHEDULE 6/S1.3 ADJACENT GRADE UNLESS OTHERWISE NOTED. � Sheet No.: <br /> � <br /> � F25 � <br /> � <br /> Sheet Order: A B U F R E S D I � <br /> T <br />