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<br /> � U I LDI NG TYPE F FOUNDATIC�N PLAN � � .
<br /> 1/4"=1'-0" BUILDINGS 2-4,11 ,12,15,25 & 31 � �
<br /> � �
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<br /> � �
<br /> � FOOTING SCHEDULE � �
<br /> .� � �
<br /> FTG. SIZE DEPTN REINFORCING REMARKS � � �
<br /> � 0 ,
<br /> � 18" x 18" 10° �3� #4 F�` � ; �
<br /> FOUNDAT [ � N NOTES waYBo-r
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<br /> �
<br /> +33" ELEVATION AT TOP OF CONCRETE —�► LOCATION OF DOWNSPOUT: REFER TO SHEETS S6,0 FOR TYPICAL �OUNDATION DETAILS. �� �
<br /> �
<br /> PROVIDE TIGHTLINE AND R(SER BOOT
<br /> +20" FINISH SLAB ELEVATION REFER TO GENERAL STRUCTURAL fVOTES SHEETS S1.0 & S1.1 FOR O
<br /> F.O.C. FACE OF CONCRETE ADDITIONAL REQUIREMENTS. �
<br /> a GROUT REQUIRED @ POST BASE
<br /> CONCRETE CURBS�STEMS ARE �" UNLESS NOTED. �
<br /> ,,,,,,,,,,,,,,,,, PORCH SLAB ON GRADE SHALL BE 3 1 2" MINIMUM THICKNESS. �
<br /> R-10 PERIMETER INSULATION � �
<br /> REWFORCE WITH 6x6 W1.4xW1.4 WWM CENTERED W SLAB. PROVIDE PROVIDE 4" PERFORATED FOOTING DRAfNS AT PER(METER OF ALI o �
<br /> O SPREAD FOOTING TYPE - REFER TO 10 MIL. VAPOR BARRIER BELOW SLAB OVER 6' FREE DR�IINING BUILDINGS. MAY BE OMITTED PER CfVIL AND GEQTECH APPROVAL �=
<br /> 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 EXTERIQR SLABS 1/8"/FT AWAY FROM BUILDING. �
<br /> ANCHOR BOLTS � Job No.: 13-�7
<br /> HD BOTTOM OF ALL TURN DOWN EDGES SHALL BE 18" MINIMUM BELOW �
<br /> '�. �� �� HOLDOWN TYPE - REFER TO SCHEDULE 6�S1.3 ADJACENT GRADE UNLESS OTHERWfSE NOTED. J Sheet No.:
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