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<br /> TO MEET FINISHED GRADE �
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<br /> BU I LDI NG TYPE C FOUNDATION PLAN �
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<br /> 1/4"=1'-0° BUILDINGS 1 ,26,29,30 � �
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<br /> I N NOTES � � �' � ,
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<br /> �� REFER TO SHEETS S6.0 FOR TYPICAL FOUNDATION DETAILS. � � W �
<br /> +33 ELEVATION AT TOP OF CONCRETE -� LOCATION OF DOWNSPOUT: 0
<br /> PROVIDE TIGHTLINE AND RISER BOOT �+
<br /> +20" FINISH SLAB ELEVATION REFER TO GENERAL STRUCTURAL NOTES SHEETS S1.0 & S1.1 FOR �
<br /> F.O.C. FACE OF CONCRETE ADDITIONAL REQUIREMENTS. �
<br /> GROUT REQUIRED � POST BASE » _
<br /> � CONCRETE CURBS/STEMS ARE 8 UNLESS NOTED. O
<br /> ••••�••••�••�•••• R-1Q PERIMETER INSULATION PORCH SLAB ON GRADE SHALL BE 3 1/2" MINIMUM TNICKNESS. 0 � �;
<br /> REINFORCE WITN 6x6 W1.4xW1.4 WWM CENTERED IN SLAB. PROVIDE PROVIDE 4" PERFORATED FOOTING DRAINS AT PERIMETER OF ALL � �
<br /> SPREAD FOOTING TYPE - REFER TO 10 MIL. VAPOR BARRIER BELOW SLAB OVER 6" FREE DRAINING BUILDINGS. MAY BE OMITTED PER CIVIL AND GEOTECH APPROVAL
<br /> OO SCHEDULE GRAVEL OVER FIRM NATIVE SOILS OR STRUCTURAL FILL COMPACTED � `�
<br /> sw# SHEARWALL TYPE - REFER TO 11/S1.2 FOR TO 95% MAXIMUM DRY DENSITY. SLOPE EXTERIOR SLABS 1/8"/FT AWAY FROM BUILDING. � Q ;
<br /> ANCHOR BOLTS BOTTOM OF ALL TURN DOWN EDGES SHALL BE 18" MINIMUM BELOW � W
<br /> �- HD # HOLDOWN TYPE - REFER TO SCHEDULE 6/S1.3 ADJACENT GRADE UNLESS OTHERWISE NOTED. � ` ''�
<br /> �, 1ob No.: 13-47 ".
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