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<br /> 3 � � 17 � 17 17 � � �._._�. .__ I � � '� .
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<br /> 7'-11� '�
<br /> �4» a� �-
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<br /> CONC. STEPS AS NEEDED "' -
<br /> TO MEET FINISNED GRADE � ,
<br /> �
<br /> � I L I T�Y FOU N DATION PLAN �
<br /> 1/4"=1'-0" BUILDINGS 1,26,29,30 � rM
<br /> � � , .
<br /> � � . F ,
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<br /> FTG. SIZE DEPTH REINFORCING REMARKS � � N � �
<br /> � O � 3
<br /> � 18" x 18" �p» (3) #4 EA. � � � � '
<br /> WAY BOT
<br /> FOUNDATION NOTES t„� � L 0 �. .
<br /> W o > Z
<br /> +33" ELEVATION AT TOP OF CONCRETE --� LOCATlON OF DOWNSPOUT: REFER TO SNE�TS 56.0 FOR TYPICAL FOUNDATION DETAII�S. , � W � .
<br /> PROVIDE TIGHTLINE AND RISER BOOT � �
<br /> +20" FINISN SLAB ELEVATIQN REFER TO GENERAL STRUCTURAL NOTES SHEETS S1.0 & S1.1 FOR •s•
<br /> F.O.C. FACE OF CONCRETE ADDITIONAL REQUIREMENTS. � �
<br /> � GROUT REQUIRED � POST BASE �
<br /> .
<br /> CONCRETE CURBS/STEMS ARE 8" UNLESS NOTED. Q
<br /> •••••••••�••••••• R-10 PERIMETER WSUT ATION PORCH SLAB ON GRADE SHALL BE 3 1/2" MINIMUP�f TNICKNESS. o a
<br /> REWFORCE W1TN 6x6 W1.4xW1.4 WWM CENTERED IN SLAB. PROVIDE PROVIDE 4" PERFORATED FOOTING DRAINS AT PERIMETER OF ALL �
<br /> O SPREAD FOOTING TYPE - REFER TO 10 MIL. VAPOR BARRIER BELOW SLAB OVFR 6" FREE DRAINING BUILQINGS. MAY BE OMITTED PER CIVIL AND GEOTECH APPROVAL � �
<br /> SCHEDULE GRAVEL OVER FIRM NATIVE SOILS OR STRUCTURAL FILL COMPACTED
<br /> TO 95� MAXIMUM QRY DENSITY. �
<br /> sw# SHEARWALL TYPE - REFER TO 11/S1.2 FOR SLOPE EXTERIOR SLABS 1/8"/FT AWAY FROM BUILDlNG. � � �
<br /> ANCHOR BOLTS � ,
<br /> N� # NOLDOWN TYPE - REFER TO SCHEDULE 6 S1.3 BOTTOM OF ALL TURN DOWN EDGES SHALL BE 18" MINIMUM BELOW c '
<br /> �^ � ADJACENT GRAI�E UNLESS OTHERWISE NOTED. �
<br /> ; 1ob No.: 13-47
<br /> z •
<br /> � Sheet No.: �
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<br /> Sheet Order: A g U F R E S D � �
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