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<br /> FOUNDATION NOTES WAYBOT
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<br /> +33" ELEVA710N AT TOP OF CONCRETE —� LOCATION OF DOWNSPOUT: REFER TO SHEETS S6.0 FOR TYPICAL FOUNDATION DETAILS. � � �
<br /> PROVIDE TIGHTLINE AND RISER BOOT � _ �
<br /> +20" FINISH SLAB ELEVATION REFER TO GENERAL STRUCTURAL NOTES SHEETS S1.0 & S1.1 FOR N O
<br /> F.O.C. FACE OF CONCRETE ADDITIONAL REQUIREMENTS. �, Q a.
<br /> � GROUT REQUIRED � POST BASE „ � �
<br /> CONCRETE CURBS/STEMS ARE 8 UNLESS NOTED. _ �,
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<br /> R-10 PERIMETER INSULATION PORCH SLAB ON GRADE SHALL BE 3 1/2" MINIMUM THICKNESS, �
<br /> REINFORCE WITH 6x6 W1.4xW1.4 WWM CENTERED IN SLAB. PROVIDE PROVIDE 4" PERFORATED FOOTING DRAINS AT PERIMETER OF ALL ! Q
<br /> O SPREAD FOOTING TYPE - REFER TO 10 MIL. VAPOR BARRIER BELOW SLAB OVER 6" FREE DRAINING BUILDINGS. MAY BE OMITTED PER CIVIL AND GEOTECH APPROVAL T
<br /> SCHEDULE GRAVEL OVER FIRM NATIVE SDILS OR STRUCTURAL FILL COMPACTED 2 _
<br /> - sw# SHEARWALL TYPE - REFER TO 11/S1.2 FOR TO 95% MAXIMUM DRY DENSITY. SLOPE EXTERIOR SLABS 1/8"/FT AWAY FROM BUILDING. �
<br /> ANCHOR BOLTS � 1ob No.: 13-47
<br /> � BOTTOM OF ALL TURN DOWN EDGES SHALL BE 18" MINIMUM BELOW z
<br /> �� HD # HOLDOWN TYPE - REFER TO SCHEDULE 6/S1.3 ADJACENT GRADE UNLESS OTHERWISE NOTED. � Sheet No.:
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