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<br /> TO MEET FINISHED GRADE
<br /> BUILDING TYPE C FOUNDATION PLAN 1.0
<br /> 1/4"-1'-0" BUILDINGS 1,26,29,30
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<br /> 18" x 18" 10" WAY#BOTEA.
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<br /> FOUNDATION NOTES C..) L 0
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<br /> ® ELEVATION AT TOP OF CONCRETE -• LOCATION OF DOWNSPOUT: REFER TO SHEETS S6.0 FOR TYPICAL FOUNDATION DETAILS. I"' W C
<br /> PROVIDE TIGHTLINE AND RISER BOOT -4.0 0
<br /> +20"I FINISH SLAB ELEVATION REFER TO GENERAL STRUCTURAL NOTES SHEETS S1.0 & S1.1 FOR .�
<br /> F.O.C. FACE OF CONCRETE ADDITIONAL REQUIREMENTS. C
<br /> G GROUT REQUIRED @ POST BASE
<br /> CONCRETE CURBS/STEMS ARE 8" UNLESS NOTED. = 0
<br /> PORCH SLAB ON GRADE SHALL BE 3 1/2" MINIMUM THICKNESS. a
<br /> • • R-10 PERIMETER INSULATION REINFORCE WITH 6x6 W1.4xW1.4 WWM CENTERED IN SLAB. PROVIDE
<br /> PROVIDE 4" PERFORATED FOOTING DRAINS AT PERIMETER OF ALL
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<br /> X SPREAD FOOTING TYPE - REFER TO
<br /> SCHEDULE 10 MIL. VAPOR BARRIER BELOW SLAB OVER 6" FREE DRAINING
<br /> GRAVEL OVER FIRM NATIVE SOILS OR STRUCTURAL FILL COMPACTED BUILDINGS. MAY BE OMITTED PER CIVIL AND GEOTECH APPROVAL r
<br /> TO 95% MAXIMUM DRY DENSITY. o
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<br /> SHEARWALL TYPE - REFER TO 11/S1.2 FOR SLOPE EXTERIOR SLABS 1/8"/FT AWAY FROM BUILDING, c
<br /> ANCHOR BOLTS 6
<br /> HD # HOEDOWN TYPE - REFER TO SCHEDULE 6 S1.3 BOTTOM OF ALL TURN DOWN EDGES SHALL BE 18" MINIMUM BELOW
<br /> .z-- / ADJACENT GRADE UNLESS OTHERWISE NOTED. >-
<br /> Job No.: 13-47
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<br /> Sheet No.:
<br /> AA-- F 8
<br /> Sheet Order: A B U F R E S D I
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