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<br /> +33' ELEVATIQN AT TOP OF CONCRETE -s LOCATfON OF DOWNSPOUT: REF-ER TO SHEETS S6.0 FOR TYPICAL FOUNDATION DETAILS. ■_ �
<br /> PROV(DE TIGHTLINE AND RISER BOOT �
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<br /> F.O.C. FACE OF CONCRETE ADDITIONAL REQUfREMENTS. Q a
<br /> aGROUT REQUIRED @ POST BASE CONCRETE CURBS/STEMS ARE 8" UNLESS NOTED. �
<br /> PORCH SLAB ON GRADE SHALL BE 3 1 2" MINIMUM THICKNESS. r
<br /> •• R-10 PERIMETER INSULATION � Y,
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<br /> � SPREAD F�OTING TYPE - REFER TO 10 MIL. VAPOR BARRIER BELOW SLAB OVER 6" FREE DRAINWG BUILDINGS. MAY BE OMfTTED PER CIVIL ANQ GEOTECH APPROVAL w
<br /> SCHEDULE GRAVEL OVER FIRM NATIVE SOILS OR STRUCTURAL FILL COMPACTED W
<br /> sw# SHEARWALL TYPE - REFER TO 11/S1.2 FOR TO 95� MAXIMUM DRY DENSITY. SLOPE EXTERIQR SLABS 1/8"/�T AWAY FROM BUILDING. � �
<br /> �, 1ob No.: 13-47
<br /> ANCHOR BOLTS BOTTOM OF ALL TURN QOWN EDGES SHALL BE 18" MINIMUM BELOW z
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