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I � �g �� I C O N C. I � Q � <br /> I -7�/z" I I N S6.0 D2 -7�/z" i _7� " " � <br /> � 2P3 S6.0 D2 2P3 L______J TE T � SLAB � �� 56.0 D2 � � SLAB � N ,� . <br /> �------� �-----J � s. LL. <br /> � : �L__—_ —_—_— ————————————————— � <br /> -3�2,� 2P3 ��_�,� ��_Q» N 4 2P3 4„ � <br /> CONC. O <br /> SLAB g'_3" 3,_8» �,_6�,� 8, 3„ ��_6�» 3'-8" �,_6�,. , <br /> ¢� T <br /> 11" 4'_6° 7°�6" 2'-9" 16'-3" 2'-6" 3'-7�2 1'-3" 2'-0" 10'-3" 1'-10��� 4,-0° 11'-4" 4'-0" � I! <br /> 6'-0" 25'-7�2" � 19'-0" � `^ - <br /> 15'-4" 15' '�` <br /> � <br /> T <br /> 68'-8" <br /> 111'-8" <br /> � � <br /> � <br /> � . <br /> �1 <br /> BU IL � I NG TYPE F FOUNDATION PLAN � �' <br /> 1/4°=1'-0° BUILDINGS 2-4,1 1,12,15,25 & 31 � � <br /> � � <br /> � � � <br /> � � � <br /> � � � <br /> � � <br /> FOOTING SCHEDULE ,�, � � . <br /> � � � <br /> FTG. SIZE DEPTH REINFORCING RE�IARKS � � � <br /> v � <br /> L <br /> � 18" x 18" 1�" WAY#BOTA � > � <br /> FOUNDATION NOTES �"' W � <br /> � � � <br /> .._ � <br /> +33" ELEVATION AT TOP OF CONCRETE —�► LOCATION OF DOWNSPOUT: REFER TO SHEETS S6.0 FOR TYPICAL FOUNDATfON DETAILS. � <br /> PROVIDE TIGHTLINE AND RISER BOOT � <br /> +20" FINISH SLAB ELEVATION REFER TO GENERAL STRUCTURAL NOTES SHEETS S1.0 & 51.1 FOR � C' <br /> F.O.C. FACE OF CONCRETE ADDITIONAL REQUIREMENTS. � <br /> � GROUT REQUfRED @ POST BASE � <br /> CONCftETE CURBS/STEMS ARE 8" UNLESS NOTED. � <br /> ,,,,,,,,,,,,,,,,, PORCH SLAB ON GRADE SHALL BE 3 1 2" MINIMUM THICKNESS. <br /> R-10 PERIMETER INSULATION REINFORCE W(TH 6x6 W1.4xW1.4 WWM CENTERED W SLAB. PROVIDE � `-'- � <br /> „ PROVIDE 4' PERFORA-TED FOOTING D�AINS AT PERIMETER OF ALL o <br /> O SPREAD FOOTING TYPE - REFEft TO 10 MIL. VAPOR BARRIER BELOW SLAB OVER 6 FREE DRAINING BUILDINGS. MAY 8E OMITTED PER CIVIL AND GEOTECH APPROVAL L <br /> SCHEDULE GRAVEL OVER FIRN1 NATIVE SOILS OR STRUCTURAL FILL COMPACTED � <br /> TO 95% MAXIMUM DRY DENSITY. °- <br /> sw# SHEARWALL TYPE - REFER TO 11�S1.2 FOR SLOPE EXTERIOR SLABS 1/8"/FT AWAY FROM BUILDING. ~ Job No.: '�3-47 � <br /> I ANCHOR BOLTS c� <br /> '� ND # ,yOLDOWN TYPE - REFFR TO SCHEDULE 6 S1.3 BOTTOM OF ALL TURN DOWN EDGES SHALL BE 18" MININIUM BELOW � Sheet No.: <br /> �� � ADJACENT GRADE UNLESS OTHERWISE NOTED. J <br /> � <br /> � <br /> � <br /> - � Sheet Order: 1� �► U F � E .� D � � <br /> _ <br />