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<br /> BU I LDI NG TYPE H FOUNDATION PLAN p �
<br /> � ��4„_� :0" BUILDING 28 � �
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<br /> FOUNDATION NOTES �"'- W �
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<br /> REFER TO SHEETS S6,0 FOR TYPICAL FOUNDATION DETAILS. � •� �
<br /> -(-33" ELEVATION AT TOP OF CONCRETE --� LOCATION OF DOWNSPOUT: � � �
<br /> PROVIDE TIGHTLINE AND RISER BOOT � _ �
<br /> +20" FINISH SLAB ELEVATION REFER TO GENERAL STRUCTURAL NOTES SHEETS S1.0 & S1.1 FOR � O
<br /> F.O.C. FACE OF CONCRETE ADDITIONAL REQUIREMENTS. z O a
<br /> � GROUT REQUIRED C� POST BASE CONCRETE CURBS/STEMS ARE 8" UNLESS NOTED. � �
<br /> PORCH SLAB ON GRADE SHALL BE 3 1/2 MINIMUM THICKNESS. m �
<br /> ••••••••••••••••• R-10 PERIMETER INSULATION -
<br /> REINFORCE WITH 6x6 W1.4xW1.4 WWM CENTERED IN SLAB. PROVIDE PROVfDE 4" PERFORATED FOOTING DRAINS AT PERIMETER OF ALL i Q
<br /> OO SCHED�ULEOOTING TYPE - REFER TO GRAVIEL OVERRF RM NATIVE Ow S OR �TR UCTURALEFILDLRCOMPACTED BUILDINGS. MAY BE OMITTED PER CNIL AND GEOTECH APPROVAL W _
<br /> TO 95% MAXIMUM DRY DENSITY. SLOPE EXTERIOR SLABS 1 8" FT AWAY FROM BUILDJNG. �
<br /> sw# SHEARWALL TYPE - REFER TO 11/S1.2 FOR � � � 1ob No.: 13-47 �
<br /> ANCHOR BOLTS BOTTOM OF ALL TURN DOWN EDGES SHALL BE 18" MINIMUM BELOW z -
<br /> i� HD # HOLDOWN TYPE - REFER TO SCHEDULE 6/S1.3 ADJACENT GRADE UNLESS OTHERWISE NOTED. � Sheet No.:
<br /> �
<br /> � F25 �
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<br /> Sheet Order: A B U F R E S D I �
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