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<br /> ® ELEVATION AT TOP OF CONCRETE -4 LOCATION OF DOWNSPOUT: REFER TO SHEETS S6.0 FOR TYPICAL FOUNDATION DETAILS. I W C
<br /> PROVIDE TIGHTLINE AND RISER BOOT 0
<br /> 1+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 /> G GROUT REQUIRED © POST BASE -
<br /> CONCRETE CURBS/STEMS ARE 8" UNLESS NOTED. 0
<br /> • • R-10 PERIMETER INSULATION PORCH SLAB ON GRADE SHALL BE 3 1/2" MINIMUM THICKNESS. O Q.
<br /> REINFORCE WITH 6x6 W1.4xW1.4 WWM CENTERED IN SLAB. PROVIDE PROVIDE 4" PERFORATED FOOTING DRAINS AT PERIMETER OF ALL a)
<br /> O 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 ,l.".
<br /> TO 95% MAXIMUM DRY DENSITY.. 0
<br /> SHEARWALL TYPE - REFER TO 11/S1.2 FOR SLOPE EXTERIOR SLABS 1/8"/FT AWAY FROM BUILDING.
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<br /> ANCHOR BOLTS BOTTOM OF ALL TURN DOWN EDGES SHALL BE 18" MINIMUM BELOW U
<br /> iz- HOLDOWN TYPE - REFER TO SCHEDULE 6/S1.3 ADJACENT GRADE UNLESS OTHERWISE NOTED. r
<br /> Job No.: 13-47
<br /> 9 Sheet No.:
<br /> 03
<br /> F7
<br /> Sheet Order: ABUFRESDI
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