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I � I � ( �_ -- _--� M �- <br /> ( -7%2"^ P6 I � ; ' � � 1 HDU5 HDU5 � � � ABOVE t, � o <br /> �, �� ' � � � D2 � � P6 -7%2 � <br /> � + 5 4 � � 4 5 � � <br /> � � ; , 3 s HDUS HDU5 � I � � ' � > „ +-� � Z <br /> I 3 D2 �.. ,;_�.� �..�. , 20'_6>' D2 � � -�0 -0 t Q � <br /> I � 0'-0" � � DUS 2��T6�, HDUB 1 3 DUS i HDU � � f HDUB HDU f , �. <br /> ' � � � <br /> I � �v_�._��..�. ; �,_._.a..��� i -3��2"I � .�._..�_ .,-� � �.�._.�_._�, � _,_�.___. _ �� �. .W.Ww .� I- %2"--- � _�-� � � . � � � L ------ — � � � � <br /> U <br /> � C ---- ---�---� � -F------� --y -;- �`- � � `- -�--� - - -F- - - -- � � � -� <br /> � I I I I f � � 18 11 � �� � - � 11 18 o I 1 � �� � � � � � � Q <br /> i STHD14 � � 1 8 1 1 I � f i i � „ I ! s I ;, � � � � � � 1 1 1 8 � � STHD14 � ,.� a � <br /> � I -7�/z t � I 3_. ! N S6.0 D2 -7�/z � � �_ _1 -7%z D2 S6.0 N � ..,.__� I � I -7�/2 I � ♦y o � <br /> � 2P3 S6.0 D2 �� <br /> I I 2P3 L----- -1 �� L -------� 2P3 D2 56.0 2P3 i � � \r � <br /> � Q � . <br /> - -------------------------------- �" <br /> 1 L__._ ... . . .... . . ____ ___________.__^______________�,__ ____J 1 <br /> ' 3Y2�� 2P3 1'-0» 1'_p» N P�3 - 1'_�„ ��_�,� 2P3 3��� , r� <br /> CONG � CONC. � <br /> � SLAB 8y�3�� 8>�"3�� SLAB � <br /> 11„ g�_6,> 7»�6" 2'-9" 16'-3„ 2,_6,� ��_7�2�� ��_3�, 2,-0" �0'-3" 1'-10��, 1'-10�n 10�-3" 2,_0„ ,-3" 3�-��2�� 2'-6" 16'-3„ 2�_�» 6�,'�,� ��_6,� ��„ � <br /> 6�_Q» 25-7�„ 19'-0" _ � _ 19'-0" ` 25,_7�2„ _ 6'-0" � 1 <br /> _ �., . <br /> 38' 0" <br /> , <br /> � <br /> i i 81 i o � _ _ f i t- <br /> 1 2 3 4 5 ,}.i <br /> � I L I � V �T�P LOWER LEVEL PLAN � � <br /> 1/4"=1'-0° BUILDING 33 � <br /> � � <br /> � � <br /> � � <br /> � � Q <br /> � o U <br /> � � � <br /> '� � <br /> ,� FOOTING � CHE [� ULE p a � � <br /> � <br /> � � � � <br /> FTG. SIZE DEPTH REINFORCENG REMARKS � *� �- <br /> � � � 0 <br /> 1� 18" x 18" ��» (3) #4 EA, � � � � <br /> F U U N D �i T I O N N O T E S WAY BOT <br /> �'"" W � <br /> � � <br /> .� � <br /> +33�� EL.EVATION AT TOP QF CONCRETE —� LOCATION OF DOWNSPOUT: REFER TO SN�ETS S6.0 FOR TYPICAL FOUNDATION DETAILS. � � <br /> PROVIDE TIGHTLWE AND RISER BOOT *� � <br /> +20" F1N1SH SLAB ELEVATION REFER TO GENERAL STRUCTURAL NOTES SHEETS S1.0 & S1.1 FOR J O <br /> F.O.C. FACE OF CONCRETE ADDITIONAL REQUIREMENTS. � Q„ <br /> � GROUT REQUIRFp C� POST BASE � � <br /> CONCRETE CURBS/STEMS ARE 8" UNLESS NOTED. P <br /> ,,,,,,,,,,,,,,,,, PORCH SLAB ON GRADE SHALL BE 3 1/2" MINfMUM TNfCKNESS. <br /> R-10 PERIMETER INSULATION c� � <br /> REWFORCE WITN 6x6 W1.4xW1.4 WWM CENTERED (N SLAB. PROVIDE PROVIDE 4" PERFORATED FOOTING DRAINS AT PERIMETER OF ALL o <br /> O SPREAD FOOTING TYPE - REFER TO 10 MIL. VAPOR BARRIER BEL.OW SLAB OVER 6" FREE DRAINING BUILDINGS. MAY BE OMITTED PER CIVIL AND GEOTECH /�PPROVAL � <br /> SCHEDULE GRAVEL OVER FIRM NAT(VE SOILS OR STRUCTURAL F�ILL COMPACTED �=� <br /> sw# SHEARWALL TYPE - ftEFER TO 11/S1.2 FOR TO 95% MAXlMUM DRY QENSITY. SLOPE EXTERIQR SLABS 9/8"/FT AWAY FRQM BUILDING. } <br /> � 1ob No.: 13-47 <br /> ANCNOR BOLTS BOTTOM OF ALL TURN DOWN EDGES SHALL BE 18" MINIMUM BELQW z <br /> �— H� # NQLDOWN TYPE - REFER TO SCHEDULE 6 S1.3 � Sheet No.: <br /> � ADJACENT GRADE UNLESS OTNERWISE NOTED. � <br /> � <br /> � <br /> Sheet Order: A B � F � � �J D I � <br /> T <br />