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STEPS AS NEEDED � , 100'-11�2" CONC. STEPS AS NEEDED � <br /> TO MEET FINISNED GRADE TO ME�T FINISHED GRADE � <br /> 1 2 3C� ��4 5 6 7 � <br /> � � <br /> � � <br /> .._ �. <br /> 4a � <br /> � = C� <br /> � I �T�P FOUNDATION PLAN � �, � <br /> ��4��=1�-��� BUILDINGS 6,7,10,13,14,20-22,24 � � ,_ � <br /> � � N � <br /> FOOTING SCHEDULE � � � <br /> � � �; L <br /> FTG. SIZE DEPTH REINFORCING REMARKS � � o <br /> '��" 18„ x 18„ t p" W�Y#BOTA ir�I � � � <br /> FQUNDATION NOTES �3� #5 � � � <br /> � 18" x CONT. 1 Q" `M� � <br /> CONT. .� <br /> +33" ELEVATION AT TOP OF CONCRETE -�s LOCATION OF DOWNSPOUT: REFER TO SNEETS S6.0 FOR TYPICAL FQUNDATIQN DETAILS. � `� <br /> PROVIDE TIGHTLINE AND RISER BOOT '� <br /> +20" FINISN SLAB ELEVATION REFER TQ GENERAL STRUCTURAL NOTES SHEETS S1.0 & S1.1 FOR O <br /> F.O.C. FACE OF CONCRETE ADDITIONAL REQUIREMENTS. � � <br /> CI� GROUT REQUIRED C� POST BASE „ � <br /> CONCRETE CURBS/STEMS ARE 8 UNLESS NOTED. � <br /> ••••••••••••••••• R-1 0 P E R I M E T E R I NS U L A T I O N PORCH SLAB ON GRADE SHALL BE 3 1/2" MlNIMUM THICKNESS. � <br /> REINFORCE WITH 6x6 W1.4xW1.4 WWM CENTERED IN SLAB. PROVIDE PROVIDE 4" PERFORATED FOOTING DRAINS AT FERIMETER OF ALL � Q <br /> � SPREAD FOOTING TYPE - REFER TO 10 MIL. VAPOR BARRIER BELOW SLAB OVER 6" FREE DRAINING BUILDINGS. MAY BE OMITTED PER CIV1L AND GEOTECH APPROVAL � <br /> SCNEDULE GRAVEL OVER FIRM NATIVE SOILS OR STRUCTURAL FiLL COMPACTED � <br /> sw# SNEARWALL TYPE - RE�ER TO 11/S1.2 FOR TO 95� MAXIMUM DRY DENSITY. SLOPE EXTERIOR SLABS 1/8"/FT AWAY FROM BUILDING. � Job No.: 13�47 <br /> ANCNOR BOLTS BOTTOM OF ALL TURN DOWN EDGES SHALL BE 18" MIN(MUM BELOW � <br /> �- HD # HOLDQWN TYPE - REFER TQ SCHEDULE 6/S1.3 ADJACENT GRADE UNLESS OTHERWISE NOTED. � Sheet No.: <br /> m ��� <br /> Sheet Order: A � � F R � �J D I � <br /> T <br />