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<br /> � I � � W�#5 @ 12 O.G, � STATE OF WASHINGTON -
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<br /> � i5'-4" 19'-0» ' 25'-7%" 6'_p" �
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<br /> 68'-8"
<br /> 111'-8" .
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<br /> I FOU N DATION PLAN � �
<br /> �
<br /> 1/4"=1'-0° BUILDINGS 2-4,1 1,1 2,1 5,25 & 31 � �
<br /> ' � �
<br /> C /0�
<br /> �+ V
<br /> � � �
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<br /> FOOTING SCHEDU � E 3
<br /> O �' -
<br /> � � �
<br /> FTG. SIZE DEPTH REINFORCING REMARKS � � � i
<br /> � � � �
<br /> 1� 18" x 18" �p" (3) #4 EA. � � ; �
<br /> , FOUND � TIO �) I� OTES WAYBOT � W �
<br /> �
<br /> „� �
<br /> . +33" ELEVATION AT TOP OF CONCRETE --� LOCATION OF DOWNSPOUT: REFER TO SHEETS S6.0 FOR TYPICAL FOUNDATION DETAILS. � �
<br /> PROVIDE TIGHTLWE AND RISER BOOT f" �
<br /> f20" FINISH SLAB ELEVATION REFER TO GENERAL STRUCTURAL NQTES SHEETS S1.0 & 59.1 FOR � O
<br /> F.O.C. FACE OF CONCRETE ADDITIONAL REQUIREMENTS. (� Q,
<br /> � GROUT REQUIRED C�? POST BASE , � .
<br /> CONCRETE CURBS/STEMS ARE 8' UNLESS NOTED. �
<br /> ,,,,,,,,,,,,,,,,, PORCN SLAB ON GRADE SHALL BE 3 1/2" MINIMUM TNICKNESS. '
<br /> R-10 PERIMETER INSULATION � �
<br /> REINFORCE WITH 6x6 W1.4xW1.4 WWM CENTERED IN SLAB. PRQVIDE PRQVIDE 4" PERFORATED FOOTING DRAINS AT PERIMETER OF ALL �
<br /> � SPREAD FOOTING TYPE - REFER TO 10 MIL VAPOR BARRIER BELOW SLAB OVER 6" FREE DRAINfNG BUILDINGS. MAY BE OMlTTED PER CIVIL AND GEOTECH APPROVAL �-'
<br /> SCHEDULE GRAVEL OVER FIRM NATIVE SOILS OR STRUCTURAL �ILL COMPACTED ���
<br /> 5w# SNEARWALL TYPE - REFER TO 11 S1.2 FOR TO 95% MAXlMUM DRY DENSITY. SLOPE EXTERIOR S�ABS 1/8"/FT AWAY FROM BUILDING. �
<br /> / �, Job No.: 13-47
<br /> ANCHQR BOLTS BOTTOM OF ALL TURN DOWN EDGES SNALL BE 18" MINIMUM BELOW �
<br /> , �— HD # HOLDOWN TYPE - REFER TO SCHEDULE 6/S1.3 ADJACENT GRADE UNLESS OTHERWISE NOTED. _ Sheet No.:
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<br /> Sheet Order: A � U F R E �J � � �
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