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Z��tiY: T�Y��:�Ifr'j; <br /> FOU N DATION PLAN �l F ���j� � � . <br /> BUILDING 27 ���F �'� ` ' � <br /> �� r��' � i^ ,��•�_.. � <br /> Ix tf ��' _-.?1! �1 <br /> �; ,t' -� � ,� �. � . <br /> .�v;.f�,� �; �� O <br /> 1�tt f 4"F � <br /> . . � . . � . C� ff . .;j}��.f� ti '�> � . . <br /> f �I{:I��L S~�' c:t: � �' <br /> ' �5`����'�� �,,�_ � � <br /> . W � 0 <br /> 04/13/2017 � Q � t� . <br /> V <br /> U3 � _ �' <br /> � y � - <br /> FOOTINC SCHEDULE 0- 4 � 3 <br /> � <br /> J � � � <br /> FTG. SlZE DEPTH REINFORClNG REMARKS � � L <br /> � � L O <br /> � 18" x 18" 1�" WAY�BOTA W � � Z <br /> FOUNDATION N4TES �" W � <br /> ,,d, o <br /> ■.� � <br /> +33" ELEVATION AT TOP OF CONCRETE —♦ LOCATION OF DOWNSPOUT: REFER TO SHEETS S6.0 FOR TYPICAL FOUNDATION DETAILS. � � <br /> PROV(DE TIGHTLINE AND RISER BOOT � _ � <br /> +20" FINISH SLAB ELEVATION REFER TO GENERAL STRUCTURAL NOTES SHEETS S1.0 & Si.i FOR � O <br /> F.O.C. FACE 0� CONCRETE ADDITIONAL REQUIREMENTS. �, 0 a <br /> a GROUT REQUIRED Q POST BASE o � <br /> CONCRETE CURBS/STEMS ARE 8" UNLESS NOTED. -� � ' <br /> ••••••••�•••••••• R-10 PERIMETER INSULATION PORCH SLAB ON GRADE SHALL BE 3 1/2" MfNIMUM THICKNESS. , m <br /> REINFQRCE WITH 6x6 W1.4xW1.4 WWM CENTERED fN SLAB. PROVfDE PROVIDE 4" PERFORATED FOOTING DRAfNS AT PERfMETER OF ALL i �' <br /> � SPREAD FOOTING TYPE - REFER TO 10 MIL. VAPOR BARRfER BELOW SLAB OVER 6" FREE DRAINING BUILDINGS. MAY BE OM(TTED PER CIVIL AND GEOTECH APPROVAL c� <br /> SCNEDULE GRAVEL OVER FIRM NATIVE SOILS OR STRUCTURAL FILL COMPACTED W <br /> TO 95� MAXIMUM DRY DENSITY. °- <br /> sw# SHEARWALL TYPE - REFER TQ 11/S12 FOR SLOPE EXTERIOR Sf.ABS 1/8"fFT AWAY FROM BUILDING. ` Joh No.: 13-47 <br /> ANCHOR BOLTS 80TTOM OF ALL TURN DOWN EDGES SHALL BE 18" MINIMUM BELOW � <br /> �— HD # HOLDOWN TYPE - REFER TO SCHEDULE 6/S1.3 ADJACENT GRADE UNLESS OTHERWISE NOTED. � Sheet No.: <br /> � <br /> � �� � <br /> � . <br /> �_ <br /> � <br /> Sheet Order: A B U F R E S D I � <br /> _ <br />