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<br /> FOUNDATION NOTES WAYBOT
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<br /> +33" ELEVATfON AT TOP OF CONCRETE —� LOCATION OF DOWNSPOUT: REFER TO SHEETS S6.0 FOR TYPICAL FOUNDATION DETAILS. � _ �
<br /> PROVIDE TIGHTLfNE AND RISER BOOT � _ �
<br /> +20'� FINISH SLAB ELEVATION REFER TO GENERAL STRUCTURAL NOTES SHEETS S1.0 & S1.1 FOR �, O
<br /> F.O.G FACE OF CONCRETE ADDITIONAL REQUIREMENTS. � � a
<br /> � GROUT REQUIRED @ POST BASE CONCRETE CURBS�STEMS ARE 8" UNLESS NOTED. � � `
<br /> • �R-10PERIMETER INSULATION PORCH SLAB ON GRADE SHALL BE 3 1/2 MINIMLlM THfCKNESS. � •
<br /> ................ m
<br /> REINFORCE WfTH 6x6 W1.4xW1.4 WWM CENTERED IN SLAB. PROVIDE PROVIDE 4" PERFORATED FOOTING DRAINS AT PERIMETER OF ALL i a
<br /> OO SCHEDULEOOTING TYPE - REFER TO GRAVEL OVERRFIRM NfATI BE O�ILSLOR �TRUCTURALEFILDLRCIO PACTED BUILDfNGS. MAY BE OMITTED PER CIVIL AND GEOTECH APPROVAL �
<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 /> Job No.: 13-47
<br /> ANCHOR BOLTS BOTTOM OF ALL TURN DOWN EDGES SHALL BE 18" MINIMUM BELOW �
<br /> �- HD # HOLDOWN TYPE - REFER TO SCNEDULE 6/S1.3 ADJACENT GRADE UNLESS OTHERWISE NOTED, � Sheet No.:
<br /> �
<br /> � � F25 .
<br /> Sheet Order: A � U F R E S D I �
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