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I � J Q � � <br /> � 2 P 3 -7/2 1 I �___� N S6.0 D2 . -7/z ? __� I SLAB � � � � SLAB � <br /> 5 6.0 D 2 2 P 3 T E T <br /> _� N S fi.O D 2 L__� J `�' � '� �l. <br /> � L------J �--- - � <br /> -------------------------------- ---- � � <br /> �----- 3Y» 2P3 �,_p,� �,_�,� .N 4 2P3 4�, � <br /> CONC. 8'-3" 3'-8" ��,6�� 8,_3„ ��_6�» 3'-8'� �,_6�» � o <br /> SLAB - <br /> a.; t- <br /> 19„ 4,_6" 7"6" 2'-9" 16'-3" 2'-6" 3�-��2 -3' 2'-0" 10'-3" 1'-10�" 4'-0" 11'-4" 4'-0" a II <br /> �., <br /> ., <br /> 6�_Q�� 25'-7�2 � 19'-0" 15-4" 15' � <br /> .�, . . . . .. . . . . . . . � T <br /> 68'-8" � <br /> 111'-8" <br /> � � <br /> � <br /> Q� <br /> � � <br /> � U I L 1 N � TY P E F FOU N DATION PLAN � � <br /> 1/4"=1'-0" BUILDINGS 2-4,11,12,15,25 & 31 � � <br /> � � <br /> � � o <br /> 0 U ' <br /> a Ci' � �' �, <br /> � <br /> � <br /> FOOTINC SCHEDULE � p � 3 <br /> � � � � <br /> FTG. SIZE DEPTH REINFORCING REMARKS � � i <br /> � ?� a� 0 <br /> �3) �4 EA. � � ; Z <br /> �1.� 18" x 18" 10" WAY BOT _ � LIJ � <br /> FUUNC� ATION NOTES #, p <br /> .� ay <br /> +33" EL.EVATION AT TOP OF CONCRETE -� LOCATION OF DOWNSPOUT: REFER TO SNEETS S6.0 FQR TYPICA� FOUNDATION DETAILS. � `� <br /> PROVIDE TIGNTLINE 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 ADDITIQNAL REQUIREMENTS. 0 0„ <br /> �� GROUT REQUIRED C� POST BASE „ � <br /> CONCRETE CURBS/STEMS ARE 8 UNLESS NOTED. � <br /> ,,,,,,,,,,,,,,,,, PORCH SLAB ON GRADE SNALL BE 3 1/2" MWIMUM THICKNESS. <br /> R-10 PERIMETER INSULATION � � <br /> REINFORCE WITH 6x6 W1.4xW1.4 WWM CENTERED IN SLAB. PROVIDE PRQVIDE 4" PERFORATED FOOTING DRAWS AT PERIMETER OF ALL � <br /> O SPREAD FQOTING TYPE - REFER TO 10 MIL. VAPOR BARRIER BELOW SLAB OVER 6" FREE DRAINING BUILDINGS. MAY BE OMITTED PER CiVIL AND GEOTECN APPROVAL L <br /> SCNEDULE GRAVEL OVER FIRM NATIVE SOILS OR STRUCTURAL FILL COMPACTED Q <br /> TO 95� MAXIMUM DRY DENSITY. SLOPE EXTERIOR SLABS 1 8" FT AWAY FROM BUILDING. � T�T <br /> sw# SHEARWALL TYPE - REFER TO 11/S1.2 FOR � � 1ob No.: 13-47 <br /> ANCNOR BOLTS BQTTOM OF ALL TURN DQWN EDGES SNALL BE 18" MINIMUM BELOW o <br /> �� HD # HOLDOWN TYPE - RE�ER TO SCHEDULE 6/S1.3 ADJACENT GRADE UNLESS OTHERWfSE NOTED. � Sheet No.: <br /> � � � � � <br /> V <br /> Sheet Order: A � U F R � S D I � <br /> T <br />