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<br /> 111'-8"
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<br /> BU 1 LDI I�IG TYPE F FOUNDATION PLAN Q �
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<br /> 1/4"=1'-0" BUILDINGS 2-4,1 1,1 2,1 5,25 & 3l � �
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<br /> FTG. SIZE DEPTH REINFORCING REMARKS � _ � i
<br /> � ? � 0
<br /> " 1�. 18" x 18" �p" �3) #4 EA. � O ; z
<br /> � FOUNDATI4N NOTES wAYBaT ~ W 0 ;
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<br /> REFER TO SHEETS S6.0 FQR TYPICAL FOUNDAT(ON DETAILS. •� �
<br /> +33" ELEVATION AT TOP OF CONCRETE —�► LOCATION OF DOWNSPOUT: _ �t
<br /> PROVIDE TIGHTLINE AND RISER BOOT = �
<br /> +20" FINISH SLAB ELEVATION REFER TO GENERAL STRUCTURAL NOTES SHEETS S1.0 & S1.1 FOR O �
<br /> F.O.C. FACE OF CONCRETE ADDITIONAL REQUIREMENTS. � �.,
<br /> �� GROUT REQUIRED C� POST BASE >, �
<br /> CONCRETE CURBS/STEMS ARE 8 UNLESS NOTED. �
<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 PROVfQE 4" PERFORATED FOOTING DRAINS AT PERIMETER OF ALL � �
<br /> � SPREAD FOOTING TYPE - REFER TO 10 MIL. VAPOR BARRIER BELOW SLAB OVER 6" FREE DRAINING BUILDINGS. MAY BE OMITTED PER CIVIL AND GEQTECH APPROVAL �
<br /> �_/ SCHEDULE GRAVEL OVER FIRM NATIVE SOILS OR STRUCTURAL FILL COMPACTED �
<br /> sw# SHEARWALL TYPE - REFER TO 11/S1.2 FOR TO 95% MAXIMUM QRY DENSITY. SLOPE EXTERIOR SLABS 1/8"/FT AWAY FROM BUILDING. � 1ob No.: 13-47
<br /> ANCHOR BOLTS `� '
<br /> �- H� # HQLDOWN TYPE - REFER TO SCHEpULE 6 S1.3 BOTTOM OF ALL TURN DQWN EDGES SHALL BE 18" MINIMUM BELOW � Sheet No.: �
<br /> ` ADJACENT GRADE UNLESS OTHERWISE NOTED. �
<br /> � � F17
<br /> sheet oraer: A B U F R E S D I � �
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