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" <br /> � S6.0 D2 -7/2 2P3 � � :._... _..,� �E T �_ _� �v S6.0 D2 �-----J N � � � <br /> 2P3 L-------j L--- <br /> � o = <br /> -------------------------------- ---- � <br /> �----- 3�» 2P3 ��_�» �,_Q» ,N 4 2P3 4,� m <br /> CONC. 8,_�„ 3'-8" ��_6 2� g'-3" �'-6�A �>_8�� �� g��� � o <br /> SLAB - <br /> , , , , 1 , � 1 ^ » , ,> " � <br /> 11" 4'-6' 7',6" 2'-9' 16'-3" 2'-6' 3'-7�2�� -3' 2'-0" 10'-3" 1-1Q� 4'-0 11'-4" 4-0 a 11 <br /> �., <br /> ��_�" 25'-7�2» ' i9'-0" 15'-4" �5� � <br /> � , <br /> 6 B'-8'� <br /> 111'-8" <br /> � � . <br /> , � <br /> � <br /> � � <br /> BU 1 LDI I�IG TYPE F FOUNDATION PLAN Q � <br /> _ _ tv <br /> 1/4"=1'-0" BUILDINGS 2-4,1 1,1 2,1 5,25 & 3l � � <br /> Q� _ � <br /> W � ° V <br /> C!� � = v, <br /> � <br /> I SCHEDULE a � � � <br /> FOOT NC � � � s <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 ; <br /> .�..� <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 � � <br /> T <br />